{"id":18671,"date":"2023-01-28T06:20:31","date_gmt":"2023-01-28T06:20:31","guid":{"rendered":"http:\/\/www.iiees.ac.ir\/en\/?page_id=18671"},"modified":"2023-02-26T08:40:28","modified_gmt":"2023-02-26T08:40:28","slug":"see7-conference-articles","status":"publish","type":"page","link":"http:\/\/old.iiees.ac.ir\/en\/see-conferences\/7th-international-conference-on-seismology-and-earthquake-engineering-see7\/see7-conference-articles\/","title":{"rendered":"SEE7 Conference Articles"},"content":{"rendered":"\n<div class=\"wpdt-c\">\n    \n<input type=\"hidden\" id=\"wdtNonceFrontendEdit\" name=\"wdtNonceFrontendEdit\" value=\"99e1e3e0c3\" \/><input type=\"hidden\" name=\"_wp_http_referer\" value=\"\/en\/wp-json\/wp\/v2\/pages\/18671\" \/>    <input type=\"hidden\" id=\"table_1_desc\" 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style=\"\">Title<\/th>        <th\n                        class=\" wdtheader sort \"\n        style=\"\">Author(s)<\/th>        <th\n                        class=\" wdtheader sort \"\n        style=\"\">Keywords<\/th>        <th\n                        class=\" wdtheader sort \"\n        style=\"\">Article ID<\/th>        <th\n                        class=\" wdtheader sort \"\n        style=\"\">Abstract address of articles<\/th>        <th\n                        class=\" wdtheader sort \"\n        style=\"\">Full address of articles<\/th>        <th\n                        class=\" wdtheader sort \"\n        style=\"\">Abstract<\/th>        <th\n                        class=\" wdtheader sort \"\n        style=\"\">Full<\/th>    <\/tr>\n<\/thead>\n        <!-- \/Table header -->\n\n        <!-- Table body -->\n        \n<tbody>\n        <tr id=\"table_6_row_0\">\n                    <td style=\"\">Title<\/td>\n                    <td style=\"\">Author(s)<\/td>\n                    <td style=\"\">Keywords<\/td>\n                    <td style=\"\">Article ID<\/td>\n                    <td style=\"\">Abstract address of articles<\/td>\n                    <td style=\"\">Full address of articles<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_1\">\n                    <td style=\"\">MONTE CARLO SIMULATIONS OF SOIL AMPLIFICATION FUNCTIONS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSIS \u2013 CASE STUDY: TEHRAN, THE CAPITAL CITY OF IRAN<\/td>\n                    <td style=\"\">Hamed TAHERI, Ali BEITOLLAHI<\/td>\n                    <td style=\"\">Monte Carlo Simulation, Uncertainty, Soil Amplification, Tehran<\/td>\n                    <td style=\"\">00003-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00003-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00003-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00003-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00003-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_2\">\n                    <td style=\"\">CODA WAVES APPLICATION IN OBTAINING THE PATH AND SOURCE EFFECTS<\/td>\n                    <td style=\"\">Mehrdad ANSARIPOUR, Habib RAHIMI<\/td>\n                    <td style=\"\">Coda Waves, Tehran Region, Coda Normalized Method, Coda Magnitude (Mc)<\/td>\n                    <td style=\"\">00007-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00007-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00007-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00007-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00007-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_3\">\n                    <td style=\"\">IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS<\/td>\n                    <td style=\"\">Mehrdad ANSARIPOUR, Habib RAHIMI<\/td>\n                    <td style=\"\">Hilbert-Huang Transform, Fourier Transform, Complete Ensemble EMD (CEEMD), H\/V Ratio<\/td>\n                    <td style=\"\">00008-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00008-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00008-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00008-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00008-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_4\">\n                    <td style=\"\">AN EQUIVALENT TRUSS MODEL FOR NONLINEAR STATIC ANALYSIS OF URM BUILDINGS<\/td>\n                    <td style=\"\">Mohammad Amir NAJAFGHOLIPOUR<\/td>\n                    <td style=\"\">Equivalent Truss Model, Nonlinear Static Analysis, Shear Wall, Unreinforced Masonry<\/td>\n                    <td style=\"\">00010-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00010-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00010-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00010-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00010-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_5\">\n                    <td style=\"\">SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE<\/td>\n                    <td style=\"\">Hossein ALINOURI, Fakhroddin AHMADI DANESH, Hamideh KHAZAEE<\/td>\n                    <td style=\"\">Soft-Storey Mechanism, Seismic Design Criteria, Masonry Infills, SMRSF, UBC97<\/td>\n                    <td style=\"\">00011-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00011-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00011-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00011-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00011-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_6\">\n                    <td style=\"\">COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN<\/td>\n                    <td style=\"\">Hussein YOUSIF AZIZ<\/td>\n                    <td style=\"\">Railway, High Speed, Bridge, AASHTO, BS Code 8004, Chinese Code<\/td>\n                    <td style=\"\">00013-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00013-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00013-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00013-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00013-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_7\">\n                    <td style=\"\">EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS<\/td>\n                    <td style=\"\">Alireza MORTEZAEI, Sayed Mohammad HOSSEINI KORDKHEYLI<\/td>\n                    <td style=\"\">Time Interval, Peak Response, Seismic Component, RC Building<\/td>\n                    <td style=\"\">00018-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00018-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00018-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00018-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00018-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_8\">\n                    <td style=\"\">TURKISH DISASTER DATA BANK (TABB)<\/td>\n                    <td style=\"\">B. Bur\u00e7ak BA\u015eBU\u011e ERKAN, Etkin HASG\u00dcL<\/td>\n                    <td style=\"\">Archive, Data bank, Disaster, Statistical Analysis<\/td>\n                    <td style=\"\">00019-RL<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00019-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00019-RL.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00019-RL.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_9\">\n                    <td style=\"\">SEISMIC FRAGILITY ESTIMATION UNDER ORTHOGONAL EARTHQUAKE EXCITATIONS<\/td>\n                    <td style=\"\">Ehsan NOROOZINEJAD FARSANGI, Abbas Ali TASNIMI, Babak MANSOURI<\/td>\n                    <td style=\"\">RC-MRFs, Fragility Curve, Vertical Seismic Excitations, Beta Distribution<\/td>\n                    <td style=\"\">00022-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00022-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00022-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00022-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00022-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_10\">\n                    <td style=\"\">PROBABILISTIC ASSESSMENT OF VERTICAL IRREGULARITY EFFECTS ON THE SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING BUILDINGS<\/td>\n                    <td style=\"\">Mahboobeh PIRIZADEH, Hamzeh SHAKIB<\/td>\n                    <td style=\"\">Vertical Irregularities, Setback Structure, Probabilistic Seismic Performance, Reliability\nAnalysis, Steel Moment Resisting Buildings<\/td>\n                    <td style=\"\">00025-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00025-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00025-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00025-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00025-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_11\">\n                    <td style=\"\">IMPROVEMENT OF KHORJINI CONNECTIONS<\/td>\n                    <td style=\"\">Hassan MOGHADDAM, Shahram HOSSEINZADEH<\/td>\n                    <td style=\"\">Steel Structures, Rigid Connection, Khorjini Connection, Finite Element, Strain Jump<\/td>\n                    <td style=\"\">00026-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00026-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00026-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00026-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00026-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_12\">\n                    <td style=\"\">MODELLING SEISMIC RECORD AND SOIL TEST RESULT BY NEURAL COMPUTING WITH GENETIC ALGORITHM<\/td>\n                    <td style=\"\">Tienfuan KERH, Yu-Hsiang SU, Ayman MOSALLAM<\/td>\n                    <td style=\"\">Neural Network, Genetic Algorithm, Peak Ground Acceleration, Unchecked Site, Prediction<\/td>\n                    <td style=\"\">00029-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00029-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00029-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00029-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00029-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_13\">\n                    <td style=\"\">DYNAMIC STABILITY AND RESPONSE OF A BIO-INSPIRED TENSEGRITY STRUCTURAL COMPONENT UNDER EARTHQUAKE LOADING<\/td>\n                    <td style=\"\">Hamed TAHERI, Jun Shang KUANG<\/td>\n                    <td style=\"\">Tensegrity, Biomimicry, Stability, Dynamic Analyses, Optimisation<\/td>\n                    <td style=\"\">0002-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/0002-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-0002-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/0002-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-0002-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_14\">\n                    <td style=\"\">LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD<\/td>\n                    <td style=\"\">Mohammad Reza ARVIN, Faradjollah ASKARI, Orang FARZANEH<\/td>\n                    <td style=\"\">Slope Stability, Shakedown, Dynamic Load, Factor of Safety, Strength Reduction<\/td>\n                    <td style=\"\">00033-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00033-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00033-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00033-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00033-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_15\">\n                    <td style=\"\">EFFECTS OF PULSE-LIKE GROUND MOTIONS PARAMETERS ON MAXIMUM INTER-STORY DRIFT SPECTRA<\/td>\n                    <td style=\"\">Bakhtiyar GHANBARI<\/td>\n                    <td style=\"\">Multi-Story Buildings, Shear-Flexural Beam, Pulse-Like Ground Motion, Inter-Story Drift<\/td>\n                    <td style=\"\">00034-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00034-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00034-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00034-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00034-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_16\">\n                    <td style=\"\">ADAPTIVE PUSHOVER ANALYSIS OF REINFORCED CONCRETE STRUCTURES<\/td>\n                    <td style=\"\">Mohammad Reza AMERI, Ali MASSUMI, Mohammad HAGHBIN<\/td>\n                    <td style=\"\">Adaptive Pushover Analysis, Lateral Load Pattern, Incremental Dynamic Analysis, Mid-Rise Buildings, Reinforced Concrete Structures<\/td>\n                    <td style=\"\">00035-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00035-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00035-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00035-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00035-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_17\">\n                    <td style=\"\">THE EFFECT OF MASONRY INFILLS ON SEISMIC RESPONSE OF RC STRUCTURES<\/td>\n                    <td style=\"\">Mohammad Reza AMERI, Ali MASSUMI, Behnam MAHBOUBI<\/td>\n                    <td style=\"\">Reinforced Masonry Infill Panels, Nonlinear Static Analysis, Incremental Dynamic Analysis, Low- and Medium-Rise Buildings, Reinforced Concrete Structures<\/td>\n                    <td style=\"\">00036-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00036-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00036-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00036-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00036-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_18\">\n                    <td style=\"\">THE SPECTRAL SHAPE EFFECT ON THE COLLAPSE OF ASYMMETRIC RC-SMF BUILDINGS<\/td>\n                    <td style=\"\">Ramin K. BADRI, Masoud NEKOOEI, Abdoreza S. MOGHADAM<\/td>\n                    <td style=\"\">Asymmetric, Collapse Capacity, Spectral Shape, Torsionally Stiff, Torsionally Flexible<\/td>\n                    <td style=\"\">00038-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00038-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00038-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00038-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_19\">\n                    <td style=\"\">FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS<\/td>\n                    <td style=\"\">Ali NASERI, Hossein PAHLAVAN, Gholamreza GHODRATI AMIRI<\/td>\n                    <td style=\"\">Fragility, RC Structure, Probabilistic Seismic Assessment<\/td>\n                    <td style=\"\">00041-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00041-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00041-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00041-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00041-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_20\">\n                    <td style=\"\">EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION<\/td>\n                    <td style=\"\">Hamdolah BEHNAM, Jun Shang KUANG<\/td>\n                    <td style=\"\">Joint Nominal Shear, Wide-Beam-Column-Connections, Codes of Practice, Seismic Lateral Loading<\/td>\n                    <td style=\"\">00042-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00042-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00042-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00042-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00042-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_21\">\n                    <td style=\"\">APPLICATION OF PATTERN RECOGNITION TECHNIQUES TO LONG-TERM EARTHQUAKE PREDICTION IN ALBORZ REGION ON IRANIAN PLATE<\/td>\n                    <td style=\"\">Mostafa ALLAMEH ZADEH, Leila MAHSHADNIA<\/td>\n                    <td style=\"\">Earthquake, Prediction, ALBORZ, Iran<\/td>\n                    <td style=\"\">00044-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00044-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00044-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00044-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00044-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_22\">\n                    <td style=\"\">GIS AND REMOTE SENSING TECHNOLOGIES FOR TOPOGRAPHIC CHARACTERIZATION OF SEISMIC STATIONS<\/td>\n                    <td style=\"\">Sadra KARIMZADEH, Masakatsu MIYAJIMA, Batoul KAMEL<\/td>\n                    <td style=\"\">GIS, RS, Seismic Stations, Topographic Characterization<\/td>\n                    <td style=\"\">00046-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00046-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00046-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00046-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00046-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_23\">\n                    <td style=\"\">EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES<\/td>\n                    <td style=\"\">Behrouz ASGARIAN, Behnam ORDOUBADI<\/td>\n                    <td style=\"\">Steel Moment Frame, Modeling Uncertainty, Extended IDA, Seismic Performance, Reliability<\/td>\n                    <td style=\"\">00048-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00048-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00048-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00048-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00048-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_24\">\n                    <td style=\"\">STABILITY OF MICROTREMORS FOR SOME SELECTED SITES IN TEHRAN<\/td>\n                    <td style=\"\">Farnaz KAMRANZAD, Laleh KHADANGI, Hossein MEMARIAN, Mehdi ZARE, Masoud MOJARAB<\/td>\n                    <td style=\"\">Stability of Microtremors, Tehran, Ambient Noise, Site Response<\/td>\n                    <td style=\"\">00049-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00049-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00049-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00049-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00049-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_25\">\n                    <td style=\"\">IMPROVING THE RESPONSE TO EARTHQUAKE HAZARDS AND DISASTERS BY EVALUATING CIVIL PROTECTION PROGRAMS<\/td>\n                    <td style=\"\">David E. ALEXANDER<\/td>\n                    <td style=\"\">Earthquake Disasters, Civil Protection, Evaluation, Indicators, Emerging Systems<\/td>\n                    <td style=\"\">00052-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00052-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00052-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00052-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_26\">\n                    <td style=\"\">EFFECT OF JOINT OPENING ON P-WAVE VELOCITY MEASUREMENT IN ANDESITE ROCK SAMPLES<\/td>\n                    <td style=\"\">Mohammad FATHOLLAHY, Ali UROMEIHY, Mohammad Ali RIAHI, Mohammad BASHIRGONBADI<\/td>\n                    <td style=\"\">P-Wave Velocity, Joint, Opening, Andesite<\/td>\n                    <td style=\"\">00053-LT<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00053-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00053-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00053-LT.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00053-LT.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_27\">\n                    <td style=\"\">A NEW OPTICAL METHOD FOR DETECTING SEISMIC VIBRATIONS<\/td>\n                    <td style=\"\">Shamseddin ESMAEILI, Anooshiravan ANSARI, Hossein HAMZEHLOO<\/td>\n                    <td style=\"\">Oscillation System, Moir\u00e9 Technique, Light Detector, Diode Laser<\/td>\n                    <td style=\"\">00054-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00054-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00054-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00054-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00054-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_28\">\n                    <td style=\"\">EVALUATION OF LIQUEFACTION TRIGGERING UTILIZING PERTINENT UNCERTAINTIES<\/td>\n                    <td style=\"\">Jalal KASEBZADEH, Ali NOORZAD, Ahmad Reza MAHBOUBI<\/td>\n                    <td style=\"\">Liquefaction, Uncertainty, Reliability Analysis, Monte Carlo Simulation, Probabilistic Approach<\/td>\n                    <td style=\"\">00055-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00055-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00055-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00055-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00055-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_29\">\n                    <td style=\"\">A NEW VERTICAL SEISMOMETER BASED ON THE MOIRE TECHNIQUE<\/td>\n                    <td style=\"\">Shamseddin ESMAEILI, Anooshiravan ANSARI, Hossein HAMZEHLOO<\/td>\n                    <td style=\"\">Seismometer, Moire Technique, Light Detector, Diode Laser<\/td>\n                    <td style=\"\">00056-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00056-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00056-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00056-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00056-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_30\">\n                    <td style=\"\">SEISMIC BEHAVIOUR OF TRIANGULAR ALLUVIAL VALLEYS SUBJECTED TO VERTICALLY PROPAGATING INCIDENT SV WAVES<\/td>\n                    <td style=\"\">Peyman AMINPOUR, Jafar NAJAFIZADEH, Mohsen KAMALIAN, Mohammad Kazem JAFARI<\/td>\n                    <td style=\"\">Ampli\uf001cation, Site Effects, Topography, Wave Propagation, Alluvial Valleys, Natural Frequency<\/td>\n                    <td style=\"\">00058-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00058-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00058-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00058-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00058-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_31\">\n                    <td style=\"\">STABILITY ASSESSMENT OF THE GMPES FOR IRANIAN GROUND MOTION DATABASE<\/td>\n                    <td style=\"\">Alireza AZARBAKHT, Zinat RAJABI, Sahar RAHPEYMA<\/td>\n                    <td style=\"\">RSA, GMPE, Seismic Hazard, NGA, Residual Analysis<\/td>\n                    <td style=\"\">00059-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00059-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00059-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00059-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00059-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_32\">\n                    <td style=\"\">PROBABILISTIC DEMAND ASSESSMENT OF SEISMIC BASE-ISOLATED STRUCTURES IN IMMEDIATE OCCUPANCY PERFORMANCE LEVEL<\/td>\n                    <td style=\"\">Aryan REZAIE-RAD, Mehdi BANAZADEH<\/td>\n                    <td style=\"\">Seismic Isolation, Performance-Based Design, Fragility Curves, Incremental Dynamic Analysis, Immediate Occupancy Performance Level<\/td>\n                    <td style=\"\">00061-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00061-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00061-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00061-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00061-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_33\">\n                    <td style=\"\">SEISMIC RESPONSE EVALUATION OF WALL AND SLAB STRUCTURES<\/td>\n                    <td style=\"\">Mojtaba MANSOURI TALEBI<\/td>\n                    <td style=\"\">Wall and Slab, Seismic Response, Nonlinear Static Analysis, Response Modification Factor<\/td>\n                    <td style=\"\">00062-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00062-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00062-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00062-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_34\">\n                    <td style=\"\">AN EXPERIMENTAL STUDY OF DEFECT\u2019S EFFECTS IN DETAILING ON THE AXIAL CAPACITY OF EXISTING CONCRETE COLUMNS<\/td>\n                    <td style=\"\">Meisam TAJADOD, Mohammad KHANMOHAMMADI<\/td>\n                    <td style=\"\">Reinforced Concrete Column, Transverse Bar, Detailing, Stress-Strain Curve, Confinement<\/td>\n                    <td style=\"\">00063-EM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00063-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00063-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00063-EM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00063-EM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_35\">\n                    <td style=\"\">MODERN FAULTING AND SURFACE RUPTURE HAZARD IN THE QODS AND PARDISAN TOWNS (QOM)<\/td>\n                    <td style=\"\">Mohsen EHTESHAMI-MOINABADI<\/td>\n                    <td style=\"\">Surface Faulting, Fault Setback, Qom Fault, Qods Town<\/td>\n                    <td style=\"\">00066-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00066-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00066-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00066-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00066-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_36\">\n                    <td style=\"\">EFFECTS OF METHODS OF SCALING AT LINEAR AND NONLINEAR RESPONSE OF THE BUILDINGS<\/td>\n                    <td style=\"\">Hamid Reza TAVAKOLI, Afshin KHODAPARAST, Alireza AFAGHI DARABI<\/td>\n                    <td style=\"\">Nonlinear Time-History, Ground-Motion Record Selection, Ground-Motion Record Scaling, Iranian Standard No. 2800 Method, Dual-Steel Concentrically Braced Frames<\/td>\n                    <td style=\"\">00067-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00067-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00067-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00067-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00067-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_37\">\n                    <td style=\"\">FRP STRENGTHENING OF FLANGED UNREINFORCED MASONRY WALLS SUBJECTED TO THE STRONG GROUND MOTIONS<\/td>\n                    <td style=\"\">Alireza MORTEZAEI, Mehdi KALANTARI<\/td>\n                    <td style=\"\">Flanged Masonry Wall, Seismic Rehabilitation, Seismic Behavior<\/td>\n                    <td style=\"\">00068-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00068-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00068-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00068-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_38\">\n                    <td style=\"\">THE EPICENTER FORECASTING OF DARB-E-ASTANEH EARTHQUAKE (2006) AND BANDAR ABBAS EARTHQUAKE (2009) USING FORESHOCKS AND ARTIFICIAL NEURAL NETWORK<\/td>\n                    <td style=\"\">Mahdi HEIDARI, Nasim BONYADI<\/td>\n                    <td style=\"\">Forecasting, Foreshock, Perceptron Neural Network, Darb-E-Astaneh Earthquake, Bandar Abbas Earthquake<\/td>\n                    <td style=\"\">00069-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00069-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00069-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00069-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00069-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_39\">\n                    <td style=\"\">A STOCHASTIC-SPECTRAL FINITE ELEMENT METHOD FOR ANALYSIS OF ELASTO-DYNAMIC PROBLEMS<\/td>\n                    <td style=\"\">Pooya ZAKIAN, Naser KHAJI<\/td>\n                    <td style=\"\">Stochastic Finite Element Method, Spectral Finite Element Method, Karhunen\u2013Lo\u00e8ve Expansion, Polynomial Chaos Expansion, Stochastic Seismic Analysis<\/td>\n                    <td style=\"\">0006-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/0006-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-0006-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/0006-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-0006-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_40\">\n                    <td style=\"\">HOW EFFICIENT THE GENERALIZED CONDITIONAL INTENSITY MEASURE IS?<\/td>\n                    <td style=\"\">Golnoosh MOHAMMADI, Alireza AZARBAKHT <\/td>\n                    <td style=\"\">Incremental Dynamic Analysis, Record Selection, Normal Distribution<\/td>\n                    <td style=\"\">00070-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00070-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00070-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00070-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00070-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_41\">\n                    <td style=\"\">PARAMETRIC STUDY OF NONLINEAR INERTIAL COUPLING EFFECTS IN ASYMMETRIC BASE-ISOLATED STRUCTURES<\/td>\n                    <td style=\"\">Majid AMIN AFSHAR, Sepehr AGHAEI POUR<\/td>\n                    <td style=\"\">Structural Dynamics, Asymmetric, Base Isolator, Nonlinear Inertial, Coupling<\/td>\n                    <td style=\"\">00071-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00071-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00071-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00071-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00071-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_42\">\n                    <td style=\"\">INVESTIGATING THE GEOMETRICAL NON-LINEAR BEHAVIOR IN PERFORMANCE OF THE ASYMMETRIC STRUCTURES<\/td>\n                    <td style=\"\">Majid AMIN AFSHAR, Ahmadzia BORHANI<\/td>\n                    <td style=\"\">Asymmetric Structures, Earthquake, Combination Resonance, Method of Multiple Scales, Frequency and Time Responses<\/td>\n                    <td style=\"\">00072-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00072-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00072-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00072-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00072-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_43\">\n                    <td style=\"\">CONTRIBUTION OF SOIL MATERIAL DAMPING TO THE DEMANDS OF SOIL-MDOF STRUCTURE SYSTEMS<\/td>\n                    <td style=\"\">Ehsan AHMADI, Mahsa HOSSEINI, Faramarz KHOSHNOUDIAN<\/td>\n                    <td style=\"\">Soil-Structure Interaction, Multi-Story Structures, Soil Material Damping, Seismic Demands<\/td>\n                    <td style=\"\">00073-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00073-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00073-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00073-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00073-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_44\">\n                    <td style=\"\">ECCENTRICALLY KNEE BRACING: IMPROVEMENT IN SEISMIC DESIGN AND BEHAVIOR OF STEEL FRAMES<\/td>\n                    <td style=\"\">Behrokh HOSSEINI HASHEMI, Mehdi ALIREZAEI<\/td>\n                    <td style=\"\">EBF, KBF, Ductility, Hysteretic Behavior, Steel Frames<\/td>\n                    <td style=\"\">00074-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00074-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00074-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00074-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00074-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_45\">\n                    <td style=\"\">EVALUATION OF NONLINEAR STATIC PROGRESSIVE COLLAPSE IN IRREGULAR CONCRETE STRUCTURES<\/td>\n                    <td style=\"\">Ardeshir GHADAMIAN, Mehdi ALIREZAEI<\/td>\n                    <td style=\"\">Progressive Collapse, Nonlinear Static Analysis, Alternate Load Path Method<\/td>\n                    <td style=\"\">00075-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00075-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00075-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00075-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00075-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_46\">\n                    <td style=\"\">A NUMERICAL STUDY ON THE DAMAGED RC SHEAR WALLS WITH OPENINGS RETROFITTED BY FRP SHEETS<\/td>\n                    <td style=\"\">Ahmadreza SHIRNESHAN, Kiachehr BEHFARNIA<\/td>\n                    <td style=\"\">Shear Wall, Openings, Retrofit, FRP, Finite Element<\/td>\n                    <td style=\"\">00076-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00076-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00076-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00076-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00076-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_47\">\n                    <td style=\"\">DYNAMIC SOIL-STRUCTURE INTERACTION OF MODERN WIND TURBINES<\/td>\n                    <td style=\"\">Vahab ESMAEILI, Ahmad SHOOSHTARI, Mostafa SALEHI AHMAD ABAD<\/td>\n                    <td style=\"\">Seismic Analysis, Soil-Structure Interaction, Nonlinear Dynamic Analysis, Renewable Energy, Wind Turbine<\/td>\n                    <td style=\"\">00077-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00077-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00077-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00077-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00077-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_48\">\n                    <td style=\"\">FLEXURAL STRENGTH AND MOMENT-CURVATURE CHARACTERISTICS OF SLENDER RECTANGULAR RC WALL SECTIONS<\/td>\n                    <td style=\"\">Sunitha PALISSERY, Murty C. V. R, Rupen GOSWAMI<\/td>\n                    <td style=\"\">Flexural Rigidity, Curvature Ductility, Secondary Compression Failure, Limit State Design, RC Walls<\/td>\n                    <td style=\"\">00078-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00078-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00078-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00078-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00078-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_49\">\n                    <td style=\"\">APPLICATION OF STEPP METHOD FOR ASSESSING THE COMPLETENESS OF INSTRUMENTAL AND PRE-INSTRUMENTAL EARTHQUAKE DATA IN DIFFERENT SEISMIC PROVINCES OF IRAN<\/td>\n                    <td style=\"\">Mona SALAMAT, Mehdi ZARE<\/td>\n                    <td style=\"\">Magnitude of Completeness, Stepp Method, Seismic Provinces, Iran<\/td>\n                    <td style=\"\">00080-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00080-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00080-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00080-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00080-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_50\">\n                    <td style=\"\">PARAMETRIC AND NON-PARAMETRIC PROCEDURES FOR ESTIMATING MAXIMUM MAGNITUDE OF EARTHQUAKES IN DIFFERENT SEISMOTECTONIC PROVINCES OF IRAN<\/td>\n                    <td style=\"\">Mona SALAMAT, Mehdi ZARE<\/td>\n                    <td style=\"\">Maximum Magnitude of Earthquake, Parametric, Non-Parametric, Fit of CDF<\/td>\n                    <td style=\"\">00082-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00082-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00082-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00082-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_51\">\n                    <td style=\"\">EVALUATION OF UNSATURATED SOIL RESPONSE UNDER SEISMIC LOADING<\/td>\n                    <td style=\"\">Farshad FOULADI, Mahnoosh BIGLARI, Iman ASHAYERI<\/td>\n                    <td style=\"\">Seismic Response Analysis, Matric Suction, Unsaturated Soil Profile, DEEP SOIL<\/td>\n                    <td style=\"\">00083-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00083-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00083-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00083-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00083-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_52\">\n                    <td style=\"\">ONE-DIMENSIONAL SEISMIC RESPONSE OF LIQUEFIABLE SOFT SOILS DUE TO MULTIPLE EARTHQUAKES<\/td>\n                    <td style=\"\">Mohammad GHABRAEI, Hamid ALIELAHI<\/td>\n                    <td style=\"\">Seismic Site Response, Pore Water Pressure Build-up, Numerical model, Lique\uf001able Soils, Multiple Earthquakes<\/td>\n                    <td style=\"\">00085-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00085-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00085-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00085-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_53\">\n                    <td style=\"\">EVALUATION OF THE LIQUEFACTION HAZARD POTENTIAL ON BUSHEHR NUCLEAR POWER PLANT (BNPP)<\/td>\n                    <td style=\"\">Mohammad Hossein MOLLAZEINAL, Atefeh FARAJI<\/td>\n                    <td style=\"\">Liquefaction, Bushehr, Nuclear Power Plant, Seed and Idriss<\/td>\n                    <td style=\"\">00086-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00086-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00086-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00086-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00086-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_54\">\n                    <td style=\"\">NUMERICAL SIMULATION AND INUNDATION OF TSUNAMI WAVES IN MAKRAN ZONE USING COMMIT-MOST AND GEOWAVE MODELS<\/td>\n                    <td style=\"\">Behzad LAYEGHI, Atefeh FARAJI<\/td>\n                    <td style=\"\">Numerical Simulation, Tsunami, Makran, COMMIT-MOST, GEOWAVE<\/td>\n                    <td style=\"\">00088-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00088-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00088-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00088-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00088-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_55\">\n                    <td style=\"\">SEISMIC PERFORMANCE EVALUATION OF RC SHEAR WALLS WITH IRREGULAR OPENING<\/td>\n                    <td style=\"\">Zohreh BARIBAN FATIDEH, Mohammad KHANMOHAMMADI<\/td>\n                    <td style=\"\">Concrete Shear Wall, Opening, Finite Element, Seismic Performance<\/td>\n                    <td style=\"\">00089-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00089-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00089-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00089-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00089-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_56\">\n                    <td style=\"\">PRODUCING CONDENSED EARTHQUAKE CATALOGUE FOR LIFELINE NETWORKS RISK ASSESSMENT<\/td>\n                    <td style=\"\">Elnaz PEYGHALEH, Emad MASROUR, Mohammadreza ZOLFAGHARI<\/td>\n                    <td style=\"\">Hazard Analysis, Lifeline Network, Optimization, Reduced Subset, True Hazard<\/td>\n                    <td style=\"\">00090-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00090-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00090-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00090-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00090-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_57\">\n                    <td style=\"\">SEISMIC EVALUATION OF SQUAT REINFORCED CONCRETE SHEAR WALLS CONSIDERING SOIL-STRUCTURE INTERACTION<\/td>\n                    <td style=\"\">Abdolrahim JALALI, Moslem MALEKMOHAMADI, Ali REZAEI<\/td>\n                    <td style=\"\">Squat Wall, Soil-Structure Interaction, Substructure Method, FEM<\/td>\n                    <td style=\"\">00097-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00097-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00097-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00097-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00097-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_58\">\n                    <td style=\"\">REDUCING EPISTEMIC UNCERTAINTY OF PROBABILISTIC SEISMIC HAZARD ANALYSIS USING MONTE CARLO SIMULATION<\/td>\n                    <td style=\"\">Erfan FIRUZI, Anooshiravan ANSARI<\/td>\n                    <td style=\"\">Monte Carlo Simulation, Seismic Hazard, Epistemic Uncertainty, Tabriz<\/td>\n                    <td style=\"\">00099-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00099-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00099-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00099-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00099-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_59\">\n                    <td style=\"\">SIMULATION OF LATERAL SPREADING OF GENTLY SLOPING LIQUEFIED GROUND<\/td>\n                    <td style=\"\">Iman VAEZI, Ali NOORZAD<\/td>\n                    <td style=\"\">Lateral Spreading, Liquefaction, Generalized Plasticity, Finite Element Method, Numerical Analysis, U-W Formulation Of Porous Media<\/td>\n                    <td style=\"\">00100-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00100-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00100-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00100-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00100-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_60\">\n                    <td style=\"\">PARAMETRIC STUDY ON OPTIMUM DETERMINATION OF DOUBLE TUNNED MASS DAMPER (DTMD) CHARACTERISTICS FOR MOMENT \u2013 RESISTING STEEL FRAMES UNDER SEISMIC LOADING<\/td>\n                    <td style=\"\">Ali NIKKHOO, Amirhossein MIRKOOSHESH<\/td>\n                    <td style=\"\">Tuned Mass Damper (TMD), Double Tuned Mass Damper (DTMD), Nonlinear Behavior, Passive Control<\/td>\n                    <td style=\"\">00102-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00102-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00102-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00102-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00102-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_61\">\n                    <td style=\"\">ANALYSIS OF FEATURE OF RECENT SEISMICITY IN VLORA-ELBASANI-DIBRA SEISMOGENIC ZONE<\/td>\n                    <td style=\"\">Ormeni RRAPO<\/td>\n                    <td style=\"\">Seismicity, Compound Earthquake, Gjorica Earthquake, Focal Mechanism<\/td>\n                    <td style=\"\">00104-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00104-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00104-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00104-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00104-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_62\">\n                    <td style=\"\">USING THE H\/V SPECTRAL RATIO FOR ESTIMATING THE VULNERABILITY INDEX OF AN URBAN AREA<\/td>\n                    <td style=\"\">Mehdi MOKHBERI<\/td>\n                    <td style=\"\">Vulnerability, Disaster Management, H\/V Spectral Ratio, Microtremor, Microzonation<\/td>\n                    <td style=\"\">00105-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00105-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00105-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00105-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00105-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_63\">\n                    <td style=\"\">NONLINEAR SEISMIC ANALYSIS OF REINFORCED CONCRETE SHEAR WALL CONSIDERING BOND- SLIP EFFECT<\/td>\n                    <td style=\"\">Sayed Shaker HASHEMI, Hamzeh ZAREI CHARGOAD, Mohammad VAGHEFI<\/td>\n                    <td style=\"\">Seismic Analysis, Bond-Slip Effect, Shear Wall, Bar\u2019s Pull-Out, Cyclic Loading<\/td>\n                    <td style=\"\">00108-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00108-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00108-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00108-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00108-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_64\">\n                    <td style=\"\">AN ANALYTICAL MODEL FOR STEEL SHEAR WALL STRENGTHENED WITH CFRP USING COMPOSITE THEORY<\/td>\n                    <td style=\"\">Majid GHOLHAKI, Younes NOURI<\/td>\n                    <td style=\"\">Composite Steel Shear Wall, CFRP, Diagonal Tension Field, Virtual Work, Elastic Strength<\/td>\n                    <td style=\"\">00109-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00109-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00109-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00109-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00109-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_65\">\n                    <td style=\"\">CORRELATION BETWEEN B-VALUE AND DIFFERENT STYLES OF FAULTING IN THE CASPIAN SEA REGION<\/td>\n                    <td style=\"\">Alireza FIROOZFAR, Seyed Amir HOSSEINI<\/td>\n                    <td style=\"\">Faulting Styles, B-Value, Frequency Magnitude Equation, Caspian Sea<\/td>\n                    <td style=\"\">00110-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00110-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00110-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00110-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00110-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_66\">\n                    <td style=\"\">AFTERSHOCK DECAY RATES IN THE ZAGROS AND PROBABILISTIC SEISMIC AFTERSHOCK HAZARD ANALYSIS OF THE 2013 APRIL 9 SHONBE (BUSHEHR) EARTHQUAKE<\/td>\n                    <td style=\"\">Salma OMMI, Hamid ZAFARANI<\/td>\n                    <td style=\"\">Aftershock Rate, Omori\u2019s Law, Attenuation Relations, Probabilistic Hazard, Shonbe Earthquake<\/td>\n                    <td style=\"\">00111-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00111-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00111-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00111-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00111-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_67\">\n                    <td style=\"\">EFFECT OF BIDIRECTIONAL NEAR FIELD GROUND MOTIONS ON INELASTIC RESPONSE OF 3D MODELED RC FRAME BUILDINGS<\/td>\n                    <td style=\"\">Maryam GOLESTANI NAJAFABADI, Mohammad KHANMOHAMMADI<\/td>\n                    <td style=\"\">Near-Fault Ground Motions, Forward Directivity, Bidirectional Nonlinear Time History Analysis, 3-Dimensional<\/td>\n                    <td style=\"\">00112-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00112-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00112-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00112-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00112-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_68\">\n                    <td style=\"\">COMPARING GENETIC ALGORITHM AND PARTICLE SWARM OPTIMIZATION APPROACHES IN INVERSION OF SURFACE WAVE DATA<\/td>\n                    <td style=\"\">Rashed POORMIRZAEE, Ahmad ZAREAN, Rasoul HAMIDZADEH MOGHADAM<\/td>\n                    <td style=\"\">Surface Wave, GA, PSO, Inversion<\/td>\n                    <td style=\"\">00119-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00119-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00119-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00119-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00119-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_69\">\n                    <td style=\"\">THE DETERMINATION OF MODIFICATION FACTOR FOR OUTRIGGER BRACED STRUCTURES USING TIME HISTORY ANALYSIS<\/td>\n                    <td style=\"\">Sohrab FALLAHI, Armen ASSATOURIANS<\/td>\n                    <td style=\"\">Accelerogram, Nonlinear Analysis, Modification Factor, Over Strength Reduction Factor, Outrigger Bracing<\/td>\n                    <td style=\"\">00123-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00123-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00123-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00123-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00123-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_70\">\n                    <td style=\"\">APPLICATION OF VELOCITY SPECTRAL ORDINATES TO ESTIMATE SEISMIC DISPLACEMENT DEMANDS OF STRUCTURES<\/td>\n                    <td style=\"\">Seyed Bahram BEHESHTI AVAL, S. J. KAMALI FIROUZABADI<\/td>\n                    <td style=\"\">Record Velocity Spectra, Near-Field Record, Nonlinear Time-History Analysis, Target Displacement<\/td>\n                    <td style=\"\">00125-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00125-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00125-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00125-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00125-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_71\">\n                    <td style=\"\">INVESTIGATION OF SEISMOTECTONICS OF ROBATKARIM FAULT BY GPR<\/td>\n                    <td style=\"\">Asghar AZADI, Behnam PARIZADEH<\/td>\n                    <td style=\"\">Seismotectonics, Ground Penetration Radar (GPR), Robatkarim Fault, Tehran<\/td>\n                    <td style=\"\">00127-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00127-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00127-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00127-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_72\">\n                    <td style=\"\">PARAMETRIC STUDY OF THE BEHAVIOR OF CONCRETE BLOCK QUAY WALLS PORT PARS PETROCHEMICAL UNDER NEAR-FIELD EARTHQUAKE<\/td>\n                    <td style=\"\">Pouya MADANIPOUR, Hamid ZAFARANI, Mahdi DEHGHANI RENANI<\/td>\n                    <td style=\"\">Quay Wall, Component, Finite Element, Near-Filed<\/td>\n                    <td style=\"\">00129-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00129-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00129-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00129-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00129-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_73\">\n                    <td style=\"\">PERFORMANCE STUDY OF CONCRETE STRUCTURES OF HOSPITALS IN KERMAN, IRAN<\/td>\n                    <td style=\"\">Seyyed Hosein TOHIDI, Hamed SAFARI, Mehrnaz EZATABADI<\/td>\n                    <td style=\"\">Concrete Structures of Hospitals, Seismic Rehabilitation, Performance Based Design, Pushover Analysis Target Displacement<\/td>\n                    <td style=\"\">00130-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00130-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00130-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00130-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00130-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_74\">\n                    <td style=\"\">CORRECTION FACTORS INCLUDING NONCLASSICAL NATURE OF SOIL- STRUCTURE INTERACTION SPECTRAL ANALYSIS<\/td>\n                    <td style=\"\">Farhad BEHNAMFAR, Hossein ALIBABAEI<\/td>\n                    <td style=\"\">Soil-Structure Interaction, Non-Classical, Spectral, Correction Factor<\/td>\n                    <td style=\"\">00132-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00132-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00132-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00132-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00132-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_75\">\n                    <td style=\"\">MUTUAL EFFECTS OF UPLIFT AND SOIL-STRUCTURE INTERACTION ON NONLINEAR DYNAMIC RESPONSES<\/td>\n                    <td style=\"\">Seyyed Mohammad MIRHOSSEINI, Farhad BEHNAMFAR<\/td>\n                    <td style=\"\">Uplift, Soil-Structure Interaction, Nonlinear Dynamic Response<\/td>\n                    <td style=\"\">00133-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00133-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00133-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00133-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00133-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_76\">\n                    <td style=\"\">AN EFFECTIVE METHOD FOR SELECTION AND MODIFICATION OF GROUND MOTIONS FOR DYNAMIC TIME HISTORY ANALYSIS<\/td>\n                    <td style=\"\">Farhad BEHNAMFAR, Mehdi TALEBI<\/td>\n                    <td style=\"\">Ground Motion, Selection, Modi\uf001cation, Nonlinear, Time History<\/td>\n                    <td style=\"\">00134-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00134-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00134-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00134-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00134-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_77\">\n                    <td style=\"\">A PROCEDURE FOR HARMONIZING DESIGN BASED ON STANDARD 2800 AND SEISMIC EVALUATION OF DOCUMENT 360<\/td>\n                    <td style=\"\">Farhad BEHNAMFAR, Hossein DASTAN MIRAK<\/td>\n                    <td style=\"\">Standard 2800, Document 360, Seismic, Design, Evaluation<\/td>\n                    <td style=\"\">00135-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00135-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00135-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00135-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00135-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_78\">\n                    <td style=\"\">RISK MANAGEMENT FOR CULTURAL HERITAGE SITES IN ITALY: THE CASE OF THE UNESCO SITE PORTOVENERE, CINQUE TERRE AND THE ISLANDS (PALMARIA, TINO AND TINETTO)<\/td>\n                    <td style=\"\">Paola MUSSINI<\/td>\n                    <td style=\"\">Risk Management, Cultural Heritage, Italy, Guidelines, Risk Preparedness<\/td>\n                    <td style=\"\">00138-CH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00138-CH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00138-CH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00138-CH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00138-CH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_79\">\n                    <td style=\"\">INVESTIGATING THE EFFECT OF TORSION IN NONLINEAR BEHAVIOR OF COMMON RC BUILDINGS WITH SHEAR WALL<\/td>\n                    <td style=\"\">Abouzar AHMADI, Hamed HAMIDI JAMNANI, Gholamreza GHODRATI AMIRI<\/td>\n                    <td style=\"\">Torsion, Nonlinear Analysis, Common RC Buildings, Shear Wall<\/td>\n                    <td style=\"\">00139-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00139-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00139-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00139-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00139-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_80\">\n                    <td style=\"\">EFFECT OF INFILLS ON TORSION AND SOFT STOREY IN A CONVENTIONAL RESIDENTIAL BUILDING IN TEHRAN-IRAN<\/td>\n                    <td style=\"\">Azadeh NOORIFARD, Mohammad Reza TABESHPOUR, Fatemeh MEHDIZADEH SARADJ<\/td>\n                    <td style=\"\">Conventional Residential Building, Seismic Design, Infill Walls, Torsion, Soft Storey<\/td>\n                    <td style=\"\">00143-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00143-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00143-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00143-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00143-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_81\">\n                    <td style=\"\">MULTIFRACTAL ANALYSIS OF SEISMOGENIC DECOMPOSED LINEAMENTS IN NORTH AND NORTH-WEST OF TEHRAN<\/td>\n                    <td style=\"\">Reza MEHRNIA<\/td>\n                    <td style=\"\">Earthquake, Lineament, Multifractal, Seismogenic, Tehran<\/td>\n                    <td style=\"\">00144-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00144-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00144-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00144-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00144-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_82\">\n                    <td style=\"\">CORRELATION BETWEEN SPECTRAL ACCELERATIONS AT MULTIPLE PERIODS IN THE ZAGROS REGION, IRAN<\/td>\n                    <td style=\"\">Somayeh FATTAHI, Alireza AZARBAKHT, Hamid ZAFARANI<\/td>\n                    <td style=\"\">Seismic Hazard, Correlation Coefficient, Conditional Spectra, GMPE<\/td>\n                    <td style=\"\">00145-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00145-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00145-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00145-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00145-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_83\">\n                    <td style=\"\">SEISMIC NONLINEAR BEHAVIOUR OF RECTANGULAR ALLUVIAL VALLEYS SUBJECTED TO VERTICALLY PROPAGATING INCIDENT SV WAVES USING THE SPECTRAL FINITE ELEMENT METHOD<\/td>\n                    <td style=\"\">Jafar NAJAFIZADEH, Mohsen KAMALIAN, Mohammad Kazem JAFARI, Peyman AMINPOUR<\/td>\n                    <td style=\"\">Ampli\uf001cation, Seismic Nonlinear Behaviour, Site Effects, Wave Propagation, Alluvial Valleys, Spectral Finite Element<\/td>\n                    <td style=\"\">00146-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00146-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00146-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00146-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_84\">\n                    <td style=\"\">THE ANALYSIS OF SEISMIC STRESS REGIME IN AHAR - VARZEGHAN REGION, NORTHWESTERN IRAN<\/td>\n                    <td style=\"\">Mahsa AFRA, Ali MORADI, Mehrdad PAKZAD<\/td>\n                    <td style=\"\">Ahar - Varzeghan, Moment Tensor Inversion, Multiple Inverse Method, Stress<\/td>\n                    <td style=\"\">00147-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00147-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00147-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00147-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00147-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_85\">\n                    <td style=\"\">PASSIVE, ACTIVE AND HYBRID CONTROL OF STRUCTURAL VIBRATIONS DURING EARTHQUAKES<\/td>\n                    <td style=\"\">Goodarz AHMADI<\/td>\n                    <td style=\"\">Passive Control, Active Control, Hybrid Control, Earthquake<\/td>\n                    <td style=\"\">00149-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00149-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00149-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00149-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_86\">\n                    <td style=\"\">SPATIOTEMPORAL CLUSTERING IN SIMPLE EARTHQUAKE FAULT SYSTEMS<\/td>\n                    <td style=\"\">Javad KAZEMIAN, Kristy TIAMPO, Rachele DOMINGUEZ, William KLEIN<\/td>\n                    <td style=\"\">Earthquake Modeling, Event Clustering, GR Scaling, Foreshocks and Aftershocks<\/td>\n                    <td style=\"\">00150-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00150-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00150-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00150-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00150-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_87\">\n                    <td style=\"\">THE EFFECTS OF MASS ECCENTRICITY SCENARIO ON THE SEISMIC TORSIONAL BEHAVIOUR OF RC\/MR BUILDINGS<\/td>\n                    <td style=\"\">Esmaeel IZADI Z., Abdolreza S. MOGHADAM<\/td>\n                    <td style=\"\">Seismic, Torsional Response, Asymmetric, Mass Moment of Inertia, RC Building<\/td>\n                    <td style=\"\">00151-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00151-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00151-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00151-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00151-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_88\">\n                    <td style=\"\">INVESTIGATION ON THE EFFECT OF LATERAL SPREADING ON THE LONGITUDINALLY BURIED PIPELINES USING 1G SHAKING TABLE TESTS<\/td>\n                    <td style=\"\">Abbas GHALANDAR ZADEH, Mohammad AHMADI, Masoud SAMADIAN, Khosrow BARGI, Reza DEZVAREH<\/td>\n                    <td style=\"\">Liquefaction, Gas Pipelines, Shaking Table Test, Lateral Spreading<\/td>\n                    <td style=\"\">00155-LT<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00155-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00155-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00155-LT.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00155-LT.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_89\">\n                    <td style=\"\">SETTLEMENT OF SHALLOW FOOTING RESTED ON LIQUEFIABLE SAND: PHYSICAL MODELING<\/td>\n                    <td style=\"\">Yaser JAFARIAN, Abdolhossein HADDAD, Behrooz MEHRZAD, Mojtaba VARASTEH<\/td>\n                    <td style=\"\">Shallow Footing, Liquefaction, Shear Deformation, Pore Pressure, Physical Modeling<\/td>\n                    <td style=\"\">00156-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00156-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00156-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00156-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00156-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_90\">\n                    <td style=\"\">SEISMIC ASSESSMENT DEMAND OF ISOLATED BUILDINGS<\/td>\n                    <td style=\"\">Youcef MEHANI, Abdelkader BENYOUCEF<\/td>\n                    <td style=\"\">Isolation, Seismic Demand, Capacity, Spectrum Method, Nonlinear Static Behavior<\/td>\n                    <td style=\"\">00158-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00158-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00158-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00158-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00158-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_91\">\n                    <td style=\"\">TOWARDS A CULTURE OF RESILIENCE AND EARTHQUAKE DISASTER RISK REDUCTION \u2013 \u201cLESSONS-LEARNED\u201d FROM EARTHQUAKE DISASTERS<\/td>\n                    <td style=\"\">Michaela IBRION, Mohammad MOKHTARI, Farrokh PARSIZADEH, Haakon LEIN, Farrokh NADIM<\/td>\n                    <td style=\"\">Earthquake Disasters, Lessons, Lessons-Learned, Resilience, Risk<\/td>\n                    <td style=\"\">00159-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00159-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00159-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00159-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00159-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_92\">\n                    <td style=\"\">EVALUATION OF THE EFFECT OF PGV\/PGA RATIO OF STRONG GROUND MOTIONS ON RESPONSES OF SOIL STRUCTURE SDOF SYSTEMS<\/td>\n                    <td style=\"\">Mohammad DAVOODI, Mani SADJADI<\/td>\n                    <td style=\"\">Soil-Structure Interaction, SDOF System, Strong Ground Motion, PGV\/PGA Ratio<\/td>\n                    <td style=\"\">00160-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00160-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00160-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00160-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00160-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_93\">\n                    <td style=\"\">EFFECT OF NEAR AND FAR FIELD EARTHQUAKES ON RAND CR RATIOS \u2013 CONSTANT DUCTILITY CONCEPT<\/td>\n                    <td style=\"\">Navid SIAHPOLO, Mohsen GERAMI, Reza VAHDANI<\/td>\n                    <td style=\"\">SDOF, R Factor, CR Factor, Ductility, Near Field Motions<\/td>\n                    <td style=\"\">00161-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00161-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00161-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00161-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00161-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_94\">\n                    <td style=\"\">ESTIMATION OF R FACTOR FOR MDOF SYSTEMS UNDER NEAR FIELD MOTIONS WITH FORWARD DIRECTIVITY EFFECT: MODIFICATION FACTORS<\/td>\n                    <td style=\"\">Navid SIAHPOLO, Mohsen GERAMI, Reza VAHDANI<\/td>\n                    <td style=\"\">Higher Mode Effect, R Factor, Inter-Story Ductility, Near Field Motions<\/td>\n                    <td style=\"\">00162-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00162-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00162-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00162-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00162-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_95\">\n                    <td style=\"\">INFLUENCE OF UNDERGROUND CAVITY ON THE SEISMIC RESPONSE OF U-SHAPED CANYON USING BEM<\/td>\n                    <td style=\"\">Hamid ALIELAHI, Peyman KARIMKHANI<\/td>\n                    <td style=\"\">Ampli\uf001cation Pattern, Underground Cavity, U-Shaped Canyon, Boundary Element Method (BEM), Time-Domain<\/td>\n                    <td style=\"\">00163-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00163-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00163-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00163-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00163-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_96\">\n                    <td style=\"\">IMPROVING SEISMIC BEHAVIOR OF HEIGHT IRREGULAR STRUCTURES USING VISCOUS DAMPER DISTRIBUTION<\/td>\n                    <td style=\"\">Fardin SHIRKOSH, Mohammad Reza MANSOORI, Masoud NEKOOEI<\/td>\n                    <td style=\"\">Dynamic Analyses, Nonlinear Static, Vertical Irregularity, Viscous Dampers<\/td>\n                    <td style=\"\">00165-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00165-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00165-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00165-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00165-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_97\">\n                    <td style=\"\">IMPROVEMENT OF LIQUEFACTION RESISTANCE OF SAND BY CEMENTATION<\/td>\n                    <td style=\"\">Maral GOHARZAY<\/td>\n                    <td style=\"\">Liquefaction, Cementation, Mechanical Behaviour, Cemented Gravely Sands, Static And Dynamic Properties<\/td>\n                    <td style=\"\">00169-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00169-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00169-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00169-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00169-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_98\">\n                    <td style=\"\">A SURVEY OF RISK TAKING ANALYSIS AND PREDICTION OF MAGNITUDE AND TIME OF EARTHQUAKE IN SAN FRANCISCO BY ARTIFICIAL NEURAL NETWORK<\/td>\n                    <td style=\"\">Abouzar CHERAGHI, Akbar GHANBARI<\/td>\n                    <td style=\"\">Risk Analysis, Earthquake Prediction, Arti\uf001cial Neural Network, Earthquake Occurrence Time, Earthquake Magnitude<\/td>\n                    <td style=\"\">00170-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00170-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00170-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00170-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00170-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_99\">\n                    <td style=\"\">EVALUATION OF THE EFFECTIVENESS OF RISK REDUCTION MEASURES FOR EARTHQUAKE ASSOCIATED GEO-HAZARDS IN TEHRAN<\/td>\n                    <td style=\"\">Kambod AMINI HOSSEINI, Frederic PELLET<\/td>\n                    <td style=\"\">Tehran, Disaster Management, Landslide, Liquefaction, Subsidence<\/td>\n                    <td style=\"\">00173-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00173-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00173-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00173-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00173-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_100\">\n                    <td style=\"\">AN EFFICIENT ENERGY DISSIPATING DEVICE CALLED COMB-TEETH DAMPER<\/td>\n                    <td style=\"\">Sadegh GARIVANI, Ali Akbar AGHAKOUCHAK, Sharif SHAHBEYK<\/td>\n                    <td style=\"\">Simple Steel Frames, Steel Slit Dampers, Yielding Metallic Dampers, Energy Dissipation, Comb Teeth Damper<\/td>\n                    <td style=\"\">00175-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00175-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00175-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00175-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00175-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_101\">\n                    <td style=\"\">NUMERICAL MODELING OF BURIED PIPELINES SUBJECTED TO SEISMIC SLOPE INSTABILITIES<\/td>\n                    <td style=\"\">Fardin JAFARZADEH, Mohammad Mahdi SHAHRABI, Hadi FARAHI JAHROMI, Masoud SAMADIAN<\/td>\n                    <td style=\"\">Buried Pipelines, Numerical Modeling, Slope Stability, Seismic Hazards<\/td>\n                    <td style=\"\">00176-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00176-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00176-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00176-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00176-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_102\">\n                    <td style=\"\">THE ROLE OF TOPOGRAPHIC AMPLIFICATION IN SEISMIC SLOPE INSTABILITIES<\/td>\n                    <td style=\"\">Mohammad Mahdi SHAHRABI, Fardin JAFARZADEH<\/td>\n                    <td style=\"\">Slope Stability, Topographic Ampli\uf001cation, Dynamic Stability, Wave Re\uf002ection<\/td>\n                    <td style=\"\">00177-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00177-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00177-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00177-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00177-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_103\">\n                    <td style=\"\">INVESTIGATION OF THE CONTEMPORARY STRESS STATE IN CENTRAL ZAGROS<\/td>\n                    <td style=\"\">Mohsen AZGHANDI, Mohammad Reza ABBASSI, Esmail SHABANIAN, Gholam JAVAN DOLOEI, Mahnaz TABATABAEE <\/td>\n                    <td style=\"\">Active Tectonics, Focal Mechanisms, Contemporary Stress, Stress Tensor<\/td>\n                    <td style=\"\">00178-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00178-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00178-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00178-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00178-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_104\">\n                    <td style=\"\">EVALUATING UNCERTAINTY IN THE DETERMINATION OF EARTHQUAKE MECHANISMS IN CENTRAL ZAGROS<\/td>\n                    <td style=\"\">Mahnaz TABATABAEE, Gholam JAVAN DOLOEI, Mohammad Reza ABBASSI, Mohsen AZGHANDI<\/td>\n                    <td style=\"\">Earthquake, Focal Mechanisms, Uncertainty, ISOLA<\/td>\n                    <td style=\"\">00179-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00179-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00179-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00179-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_105\">\n                    <td style=\"\">ALL STEEL BUCKLING RESTRAINED BRACE WITH OPTIMUM GEOMETRY<\/td>\n                    <td style=\"\">Mohammad Javad GOODARZI, Freydoon ARBABI<\/td>\n                    <td style=\"\">Optimized, Buckling Restrained Brace, Experimental Study, Steel Brace<\/td>\n                    <td style=\"\">00180-EM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00180-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00180-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00180-EM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00180-EM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_106\">\n                    <td style=\"\">EVALUATING THE EFFECT OF SYMMETRY ON SEISMIC BEHAVIOR OF IRREGULAR BUILDINGS IN PLAN<\/td>\n                    <td style=\"\">Amir Masoud SANAYEI, Behzad RAFEZY, Reza KAMGAR<\/td>\n                    <td style=\"\">Symmetric Irregular Building, Dissymmetric Irregular Building, Concrete Building, ATC-40, Capacity Spectral Method<\/td>\n                    <td style=\"\">00182-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00182-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00182-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00182-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00182-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_107\">\n                    <td style=\"\">GEOMETRICAL INTERPRETATION OF PLATE MOTIONS IN JAPAN DURING JUNE 2008 AND MARCH 2011 EARTHQUAKES<\/td>\n                    <td style=\"\">Mehdi NAJAFI ALAMDARI, Arman TAHERI, Mohammad Amin MESBAH<\/td>\n                    <td style=\"\">Co-Seismic, GPS, Earthquake, Geonet, Plate Motion<\/td>\n                    <td style=\"\">00183-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00183-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00183-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00183-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00183-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_108\">\n                    <td style=\"\">CONSIDERATION OF SOIL-STRUCTURE INTERACTION IN SEISMIC ANALYZING OF STEEL STRUCTURES BY USING OF HYBRID DAMPER \u2013 ACTUATOR BRACING CONTROL (HDABC) SYSTEM<\/td>\n                    <td style=\"\">Asef SAEEDI, Reza VAHDANI<\/td>\n                    <td style=\"\">Smart Seismic Structure, Hybrid Control, Soil-Structure Interaction, SASSI 2000 Software<\/td>\n                    <td style=\"\">00186-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00186-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00186-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00186-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00186-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_109\">\n                    <td style=\"\">OPERATIONAL FEASIBILITY OF LIQUEFACTION REMEDIAL TECHNIQUES UNDER GAS PIPELINES IN URBAN AREAS, AND COMPARING ITS COST CONSIDERING THE WORN-OUT URBAN TEXTURE<\/td>\n                    <td style=\"\">Hosein GHROBANI YENGEJEH, Masoud SAMADIAN, Khosrow BARGI, Reza DEZVAREH, <\/td>\n                    <td style=\"\">Soil Improvement, Liquefaction, Gas Pipelines, Economic Comparison<\/td>\n                    <td style=\"\">00188-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00188-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00188-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00188-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00188-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_110\">\n                    <td style=\"\">FACTORS AFFECTING SURVIVAL IN TSUNAMI EVACUATION<\/td>\n                    <td style=\"\">Farnaz MAHDAVIAN, Maki KOYAMA, Stephen PLATT, Junji KIYONO<\/td>\n                    <td style=\"\">Earthquake, Tsunami, Evacuation, Behaviour, Japan<\/td>\n                    <td style=\"\">00189-PC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00189-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00189-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00189-PC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00189-PC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_111\">\n                    <td style=\"\">STIFFENER REQUIREMENTS IN STIFFENED STEEL PLATE SHEAR WALLS<\/td>\n                    <td style=\"\">Ahmad RAHMZADEH, Mehdi GHASSEMIEH<\/td>\n                    <td style=\"\">Plate Buckling, Critical Shear Stress, Stiffener, Rigidity, Steel Plate Shear Wall<\/td>\n                    <td style=\"\">00191-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00191-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00191-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00191-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00191-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_112\">\n                    <td style=\"\">APPLICATION OF THE HIERARCHICAL SINGLE-SURFACE (HISS) PLASTICITY MODEL IN NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS UNDER MONOTONIC AND REVERSED CYCLIC LOADING<\/td>\n                    <td style=\"\">Bita AMIRI, Amirhoshang AKHAVEISSY, Mohammad MALEKSHAHI<\/td>\n                    <td style=\"\">Nonlinear Finite Element Analysis, Plasticity Model, Cyclic Loading, Monotonic Loading, Reinforced Concrete Beams<\/td>\n                    <td style=\"\">00192-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00192-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00192-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00192-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00192-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_113\">\n                    <td style=\"\">A COMPARISON OF IMPROVED PUSHOVER ANALYSES IN COMPUTING THE SEISMIC RESPONSES OF GEOMETRICALLY IRREGULAR BUILDINGS WITH SETBACK<\/td>\n                    <td style=\"\">Zohre BOHLOLIE, Mehdi POURSHA<\/td>\n                    <td style=\"\">Geometrically Irregular Frames, Performance Based Seismic Design, Improved Pushover Analyses, Setback<\/td>\n                    <td style=\"\">00194-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00194-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00194-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00194-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00194-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_114\">\n                    <td style=\"\">A NEW APPROACH FOR TUNING ATMD IN ORDER TO IMPROVE SEISMIC RELIABILITY INDEX OF STRUCTURES<\/td>\n                    <td style=\"\">Mehdi SOLEYMANI, Mehdi MOUSAVI, Ruhollah DEHGHANI<\/td>\n                    <td style=\"\">Active Tuned Mass Damper, Tall Building, Fuzzy Clustering, Performance Level, Genetic Algorithm<\/td>\n                    <td style=\"\">00195-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00195-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00195-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00195-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00195-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_115\">\n                    <td style=\"\">EVALUATION OF A PROPOSED RETROFIT TECHNIQUE FOR UNREINFORCED MASONRY WALLS USING FEM NONLINEAR ANALYSIS<\/td>\n                    <td style=\"\">Habibollah KAKOLVAND, Mehrtash MOTAMEDI<\/td>\n                    <td style=\"\">Unreinforced Masonry Walls, Opening, Seismic Retrofit, Failure Mode<\/td>\n                    <td style=\"\">00196-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00196-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00196-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00196-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00196-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_116\">\n                    <td style=\"\">RELIABILITY ANALYSIS ON REINFORCED MASONRY BUILDING AGAINST EARTHQUAKE HAZARD WITH SHAKING TABLE TESTS<\/td>\n                    <td style=\"\">Vahid RAHIMI, Mohammad Iman KHODAKARAMI<\/td>\n                    <td style=\"\">Reliability Analysis, Event Tree, Masonry Building, Fraction Mode, Risk Combination<\/td>\n                    <td style=\"\">00198-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00198-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00198-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00198-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00198-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_117\">\n                    <td style=\"\">ANALYSIS OF TWO-DIMENSIONAL ELASTODYNAMICS PROBLEMS USING THE NOVEL SCALED BOUNDARY BASED DECOUPLED EQUATIONS METHOD<\/td>\n                    <td style=\"\">Mohammad Iman KHODAKARAMI, Majid FAKHARIAN<\/td>\n                    <td style=\"\">Elastodynamics Analysis, Decoupled Equations, Higher-Order Element, Bounded Domain<\/td>\n                    <td style=\"\">00199-DA\nA semi-<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00199-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00199-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00199-DA\nA semi-.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00199-DA\nA semi-.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_118\">\n                    <td style=\"\">SEISMOTECTONICS OF BADRA-AMARAH FAULT, IRAN-IRAQ BORDER<\/td>\n                    <td style=\"\">Wathiq Gh. ABDULNABY, Maher M. MAHDI, Rafed Al-MOHMED<\/td>\n                    <td style=\"\">Seismotectonics of Iraq, Focal Mechanism Solutions, Stress Analyses, Arabian Plate, Badra-Amara Fault<\/td>\n                    <td style=\"\">00205-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00205-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00205-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00205-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00205-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_119\">\n                    <td style=\"\">MODELING THE BEHAVIOR OF MR DAMPERS FOR OPTIMIZING THE SEISMIC BEHAVIOR OF STRUCTURES<\/td>\n                    <td style=\"\">Hassan HAJI KAZEMI, Mohammad Ghasem VETR, Masoud AGHASIZADE SHAARBAF, Sajjad AGHASIZADE SHAARBAF<\/td>\n                    <td style=\"\">Structural Control, Dynamic Loads, Modeling, MR Damper<\/td>\n                    <td style=\"\">00206-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00206-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00206-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00206-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_120\">\n                    <td style=\"\">MID-RISE AND HIGH-RISE BUILDING REQUIREMENTS FROM THE PERSPECTIVE OF SEISMIC RISK REDUCTION MANAGEMENT<\/td>\n                    <td style=\"\">Mahboobeh PIRIZADEH, Hamzeh SHAKIB<\/td>\n                    <td style=\"\">Seismic Risk Reduction Management, Mid-Rise and High-Rise Buildings, Setback Structure, Probabilistic Seismic Performance, Reliability Analysis<\/td>\n                    <td style=\"\">00207-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00207-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00207-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00207-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00207-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_121\">\n                    <td style=\"\">ACTIVE STRUCTURAL CONTROL BY POLE ASSIGNMENT METHOD CONSIDERING SOIL-STRUCTURE INTERACTION EFFECTS<\/td>\n                    <td style=\"\">Fereidoun AMINI, Farzaneh MODIRI<\/td>\n                    <td style=\"\">Active Control, Soil-Structure Interaction (SSI), Pole Assignment Method, Base-Isolated Structure, Shear Wave Velocity<\/td>\n                    <td style=\"\">00208-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00208-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00208-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00208-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00208-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_122\">\n                    <td style=\"\">EFFECT(S) OF LOWER CRUST FLOW AND RECENT TECTONIC ACTIVITIES IN ZAGROS<\/td>\n                    <td style=\"\">Zaman MALEKZADEH<\/td>\n                    <td style=\"\">Zagros, Lower Crust, Salient, Reentrant, Elastic Thickness<\/td>\n                    <td style=\"\">00209-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00209-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00209-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00209-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00209-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_123\">\n                    <td style=\"\">DETERMINATION OF CONCENTRATION OF EARTHQUAKES CLUSTERING<\/td>\n                    <td style=\"\">Mostafa ALLAMEH ZADEH, Mehrdad MOSTAFAZADEH<\/td>\n                    <td style=\"\">Hazard Assessment, Statistical Pattern Recognition, Clustering, Earthquake Catalog<\/td>\n                    <td style=\"\">00210-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00210-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00210-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00210-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00210-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_124\">\n                    <td style=\"\">EVALUATION OF RANDOM SEISMIC RESPONSE OF MID-RISE BUILDINGS WITH MASS IRREGULARITY CONSIDERING SOIL-STRUCTURE INTERACTION EFFECTS<\/td>\n                    <td style=\"\">F. HOMAEI, H. SHAKIB<\/td>\n                    <td style=\"\">Non-Geometric Vertical Irregularities, Non-Stationary Random Ground Motion, Soil-Structure Interaction, Seismic Response, Shear Buildings<\/td>\n                    <td style=\"\">00211-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00211-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00211-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00211-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00211-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_125\">\n                    <td style=\"\">SOIL STRUCTURE INTERACTION EFFECTS ON THE NONLINEAR RESPONSE OF STRUCTURES BASED ON THE DAMAGE SPECTRA<\/td>\n                    <td style=\"\">Hamzeh SHAKIB, Amin EMADI<\/td>\n                    <td style=\"\">Soil Structure Interaction, Nonlinear Behavior, Hysteretic Energy, Damage Spectra<\/td>\n                    <td style=\"\">00212-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00212-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00212-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00212-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_126\">\n                    <td style=\"\">ASSESSMENT OF DISPLACEMENT-BASED ADAPTIVE PUSHOVER (DAP) CAPABILITY TO ESTIMATE SEISMIC INELASTIC DEMANDS OF SMRF\u2019S<\/td>\n                    <td style=\"\">Mohsen GERAMI, Amir Hesam MASHAYEKHI, Navid SIAHPOLO<\/td>\n                    <td style=\"\">Pushover Analysis, Lateral Load Pattern, Nonlinear Time History Analysis, Seismic Demands, Displacement-Based Adaptive Pushover, DAP<\/td>\n                    <td style=\"\">00213-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00213-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00213-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00213-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00213-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_127\">\n                    <td style=\"\">ULTIMATE BEHAVIOUR OF CONTINUOUS COMPOSITE CONCRETE SLABS<\/td>\n                    <td style=\"\">Alireza GHOLAMHOSEINI, Ian GILBERT, Mark BRADFORD<\/td>\n                    <td style=\"\">Continuous Composite Slab, Cracking, Longitudinal Shear Stress, Steel Decking, Ultimate Strength<\/td>\n                    <td style=\"\">00215-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00215-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00215-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00215-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00215-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_128\">\n                    <td style=\"\">FINITE FAULT SIMULATION OF STRONG GROUND MOTION FOR THE 2013, SARAVAN EARTHQUKAE<\/td>\n                    <td style=\"\">Ameneh HOUSHMAND VIKI, Hossein HAMZEHLOO, Anooshirvan ANSARI<\/td>\n                    <td style=\"\">Ground Motion, Stochastic, Accelegram, Simulation, Saravan<\/td>\n                    <td style=\"\">00216-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00216-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00216-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00216-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00216-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_129\">\n                    <td style=\"\">ASSESSMENT OF GMPES FOR IRANIAN DATABASE BY EMPLOYING LLH AND EDR METHODS<\/td>\n                    <td style=\"\">Zinat RAJABI, Alireza AZARBAKHT, Sahar RAHPEYMA<\/td>\n                    <td style=\"\">GMPE, Seismic Hazard, LLH, EDR, Residual Analysis<\/td>\n                    <td style=\"\">00221-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00221-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00221-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00221-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00221-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_130\">\n                    <td style=\"\">SEISMIC CRITICAL EXCITATION FOR EARTHQUAKE INPUT ENERGY<\/td>\n                    <td style=\"\">Arsalan BAZRAFSHAN, Naser KHAJI<\/td>\n                    <td style=\"\">Critical Excitation, Random Vibration, Non-Stationary Random Input, Earthquake Input Energy, Design Earthquake<\/td>\n                    <td style=\"\">00223-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00223-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00223-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00223-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00223-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_131\">\n                    <td style=\"\">EXPLICIT DEMAND MODEL FOR MULTI- STORY STEEL MOMENT RESISTING FRAMES<\/td>\n                    <td style=\"\">Mehdi KIA, Mehdi BANAZADEH<\/td>\n                    <td style=\"\">Probabilistic Models, Incremental Dynamic Analysis, Generic Steel Moment Resisting Frame, Bayesian Regression<\/td>\n                    <td style=\"\">00224-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00224-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00224-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00224-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00224-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_132\">\n                    <td style=\"\">THE EFFECTS OF STIFFNESS IRREGULARITY IN HEIGHT ON SEISMIC RESPONSE OF TRUCTURES BY CONSIDERING SOIL-STRUCTURE INTERACTION<\/td>\n                    <td style=\"\">Hamzeh SHAKIB, Mobina BILABARI<\/td>\n                    <td style=\"\">Dynamic Linear Analysis, Irregularity in Height, Stiffness Irregularity, Seismic Response, Soil Structure Interaction<\/td>\n                    <td style=\"\">00228-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00228-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00228-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00228-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_133\">\n                    <td style=\"\">EARTHQUAKE AND CRACK GROWTH PATH IN THE ROCK MASSES UNDER SHEAR LOADING<\/td>\n                    <td style=\"\">Javad AKBARDOOST, Amir RASTIN<\/td>\n                    <td style=\"\">Crack Growth Path, Fracture Mechanics, Non-Singular Stress Terms, Finite Element Method, Rock<\/td>\n                    <td style=\"\">00231-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00231-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00231-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00231-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00231-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_134\">\n                    <td style=\"\">STUDY OF SPECTRAL DYNAMIC ANALYSIS IN RC MID-RISE STRUCTURES WITH SOFT STORY<\/td>\n                    <td style=\"\">Afrooz KATIRA, Nemat HASSANI<\/td>\n                    <td style=\"\">Soft Story, Spectral Dynamic Analysis, Reinforcement Concrete Moment Frame, Earthquake, Imposed Displacement and Drift<\/td>\n                    <td style=\"\">00233-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00233-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00233-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00233-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00233-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_135\">\n                    <td style=\"\">MEASUREMENTS OF SOIL GAS RADON IN AHWAZ FAULT, IRAN<\/td>\n                    <td style=\"\">Bahman ESMAEILI, Mehdi ZARE, Bahram SAMANI<\/td>\n                    <td style=\"\">Fault, Radon, Ahwaz<\/td>\n                    <td style=\"\">00235-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00235-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00235-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00235-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00235-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_136\">\n                    <td style=\"\">THE VULNERABILITY ASSESSMENT AND SEISMIC REHABILITATION OF THE\u201cNAJMODDIN KOBRA\u201d HISTORICAL MONUMENT WITH APPLYING POST-TENSIONED REBAR<\/td>\n                    <td style=\"\">Masoud MAVIZCHI, Gholam Reza AHMADI, Majid MAVIZCHI, Faramarz ALEMI<\/td>\n                    <td style=\"\">Historical Masonry Building, Three-Dimensional Finite Element Model, Nonlinear Static Analysis, Post-Tensioned Rebar, Rehabilitation<\/td>\n                    <td style=\"\">00234-RH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00234-RH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00234-RH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00234-RH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00234-RH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_137\">\n                    <td style=\"\">PERFORMANCE ASSESSMENT OF POWER DISTRIBUTION NETWORK IN 2013 BUSHEHR, IRAN EARTHQUAKE<\/td>\n                    <td style=\"\">Ali ZEKAVATI, Mohammad Ali JAFARI, Alireza RAHNAVARD<\/td>\n                    <td style=\"\">Power Distribution Network, Seismic Assessment, Bushehr Earthquake, Overhead Substation, Concrete Pole<\/td>\n                    <td style=\"\">00236-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00236-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00236-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00236-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00236-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_138\">\n                    <td style=\"\">CAPACITY INTERACTION CURVES FOR MASONRY WALLS UNDER BIDIRECTIONAL SEISMIC LOADING<\/td>\n                    <td style=\"\">Mahmoud Reza MAHERI, Mohammad Amir NAJAFGHOLIPOUR<\/td>\n                    <td style=\"\">Masonry, In-Plane Shear, Out-of-Plane Bending, Capacity Interaction, Seismic Response<\/td>\n                    <td style=\"\">00238-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00238-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00238-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00238-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00238-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_139\">\n                    <td style=\"\">RESPONSE OF CONCRETE BLOCK MASONRY WALLS SUBJECTED TO IN-PLANE SHEAR AND FLEXURAL LOADS<\/td>\n                    <td style=\"\">Mohammad Khalil KHAJEHEIAN, Mahmoud Reza MAHERI<\/td>\n                    <td style=\"\">Masonry Wall, Concrete Block, In-Plane Shear, In-Plane Bending, Seismic Response<\/td>\n                    <td style=\"\">00239-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00239-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00239-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00239-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00239-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_140\">\n                    <td style=\"\">AN ENERGY-BASED DAMAGE DETECTION ALGORITHM BASED ON MODAL DATA<\/td>\n                    <td style=\"\">Seyed Reza SEYEDI, Ali KEYHANI, Hashem JAHANGIR<\/td>\n                    <td style=\"\">Energy Index, Mode Shape, Modal Strain, Damage Detection, Damage Severity<\/td>\n                    <td style=\"\">00241-SI<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00241-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00241-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00241-SI.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00241-SI.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_141\">\n                    <td style=\"\">RELIABILITY EVALUATION OF ENGINEERING DEMAND PARAMETERS BASED ON THE LENGTH OF SEISMIC LINKS IN ECCENTRICALLY BRACED FRAMES<\/td>\n                    <td style=\"\">Leila HAJNAJAFI, Mohsen TEHRANIZADEH<\/td>\n                    <td style=\"\">Reliability, Eccentrically Braced Frames, Link Beam, Engineering Demand Parameter, First Order Second Moment<\/td>\n                    <td style=\"\">00243-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00243-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00243-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00243-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00243-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_142\">\n                    <td style=\"\">THE EFFECT OF SOIL PROPERTIES UNCERTAINTY ON THE GROUND MOTIONS INTENSITY<\/td>\n                    <td style=\"\">Sara HAMIDPOUR, Masoud SOLTANI MOHAMMADI<\/td>\n                    <td style=\"\">Soil, Earthquake, Uncertainty, Seismic Response, Probabilistic Analysis<\/td>\n                    <td style=\"\">00245-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00245-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00245-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00245-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00245-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_143\">\n                    <td style=\"\">EVALUATION OF SEISMIC RESPONSE OF COMPLICATED UTILITY TUNNELS BY SHAKE TABLE TESTING<\/td>\n                    <td style=\"\">Ali DERAKHSHANI, Ikuo TOWHATA<\/td>\n                    <td style=\"\">Utility Tunnel, Shaking Table Test, Lifelines Geometry, Underground Concrete Wall<\/td>\n                    <td style=\"\">00249-LT<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00249-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00249-LT.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00249-LT.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_144\">\n                    <td style=\"\">APPLICATION OF NEURAL NETWORK IN RELIABILITY PREDICTION OF SEISMICALLY ISOLATED STRUCTURES SUBJECTED TO RANDOM GROUND MOTIONS<\/td>\n                    <td style=\"\">Hesamaldin MOEINDARBARI, Touraj TAGHIKHANY<\/td>\n                    <td style=\"\">Neural Network, Reliability, Base Isolation, Friction Pendulum<\/td>\n                    <td style=\"\">00250-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00250-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00250-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00250-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00250-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_145\">\n                    <td style=\"\">SEISMIC ASSESSMENT OF CONTROLLED ROCKING STEEL BRACED FRAME<\/td>\n                    <td style=\"\">Navid RAHGOZAR, Abdolreza S. MOGHADAM, Nima RAHGOZAR<\/td>\n                    <td style=\"\">Self Centering, SC-WCBF-CR, WCBF-FB<\/td>\n                    <td style=\"\">00254-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00254-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00254-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00254-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00254-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_146\">\n                    <td style=\"\">USE OF ASYMMETRIC BUCKLING RESTRAINED BRACES IN ZIPPER FRAMES FOR IMPROVEMENT OF PEAK AND RESIDUAL RESPONSE<\/td>\n                    <td style=\"\">Alireza ZARRINEGHBAL, Mehdi AHMADIZADEH<\/td>\n                    <td style=\"\">Concentrically Braced Frame, Inverted-V Bracing, Buckling Restrained Brace, Zipper Column, Strength Ratio<\/td>\n                    <td style=\"\">00255-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00255-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00255-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00255-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00255-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_147\">\n                    <td style=\"\">RELATION BETWEEN THE RUPTURE OF SEDIMENTARY ROCK AND THE RUPTURE OF BASEMENT IN THE ZAGROS SIMPLY FOLDED BELT, IRAN<\/td>\n                    <td style=\"\">Farzane AZIZ ZANJANI, Abdolreza GHODS<\/td>\n                    <td style=\"\">Simply Folded Belt, Relocation, Focal Mechanism, Zagros<\/td>\n                    <td style=\"\">00256-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00256-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00256-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00256-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00256-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_148\">\n                    <td style=\"\">COMPARISON OF VARIOUS SLIDING BEARINGS UNDER NEAR FAULT GROUND MOTIONS<\/td>\n                    <td style=\"\">Mostafa FARAJIAN, Navid SIAHPOLO<\/td>\n                    <td style=\"\">Near Fault Ground Motion, Acceleration, Base Shear, Sliding Bearings<\/td>\n                    <td style=\"\">00257-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00257-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00257-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00257-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00257-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_149\">\n                    <td style=\"\">A GROUND MOTION PREDICTION EQUATION FOR CAV IN ZAGROS<\/td>\n                    <td style=\"\">Amir SADEGHI-BAGHERABADI, Hossein SADEGHI<\/td>\n                    <td style=\"\">Cumulative Absolute Velocity, Attenuation, Zagros, Liquefaction, CAV<\/td>\n                    <td style=\"\">00258-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00258-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00258-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00258-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00258-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_150\">\n                    <td style=\"\">PASSIVE CONTROL OF SEISMICALLY ACTIVATED ARCH DAMS WITH MULTIPLE TUNED LIQUID COLUMN GAS DAMPERS (TLCGDS)<\/td>\n                    <td style=\"\">Nahid RAZZAGHI AZAR, Franz ZIEGLER<\/td>\n                    <td style=\"\">Passive Control, Liquid Absorber, Frequency Tuning<\/td>\n                    <td style=\"\">00260-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00260-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00260-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00260-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_151\">\n                    <td style=\"\">MEASURING RESILIENCE AND RECOVERY<\/td>\n                    <td style=\"\">Stephen PLATT, Martin HUGHES, Daniel BROWN<\/td>\n                    <td style=\"\">Resilience, Recovery, Measurment, Indicators, Speed<\/td>\n                    <td style=\"\">00261-RR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00261-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00261-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00261-RR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00261-RR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_152\">\n                    <td style=\"\">ON THE IMPROVEMENT OF NONLINEAR STATIC PROCEDURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS CONSIDERING VARIOUS FAULTING MECHANISMS<\/td>\n                    <td style=\"\">Alireza ESFAHANIAN, Ali Akbar AGHAKOUCHAK<\/td>\n                    <td style=\"\">Pulse-Like Ground Motion, Near-Fault Earthquakes, Nonlinear Static Procedure, Displacement Coefficient Method, Lateral Load Pattern<\/td>\n                    <td style=\"\">00263-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00263-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00263-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00263-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00263-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_153\">\n                    <td style=\"\">THE EFFECTS OF SOIL THICKNESS ON REVERSE FAULT RUPTURE PROPAGATION<\/td>\n                    <td style=\"\">Mojtaba MOOSAVI, Mohammad Reza KIANY, Mohammad Kazem JAFARI, Mohsen AHMADNEZHAD<\/td>\n                    <td style=\"\">Reverse Fault Rupture, Soil Thickness, Physical Modeling<\/td>\n                    <td style=\"\">00264-LT<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00264-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00264-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00264-LT.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00264-LT.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_154\">\n                    <td style=\"\">SIMULATION OF NEAR FAULT GROUND MOTIONS USING NEURO-FUZZY NETWORKS AND WAVELET ANALYSIS<\/td>\n                    <td style=\"\">Saman EFTEKHAR ARDABILI, Amin GHOLIZAD<\/td>\n                    <td style=\"\">Anfis, Artificial Records, Near-Fault, Pulse-Like, Wavelet Packet Transform<\/td>\n                    <td style=\"\">00266-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00266-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00266-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00266-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00266-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_155\">\n                    <td style=\"\">EVALUATION OF EFFECTIVE PARAMETERS ON SEISMIC BEHAVIOR OF STEEL BRACED FRAME WITH CONTROLLED ROCKING APPROACH<\/td>\n                    <td style=\"\">Hadiseh MOHAMMADI, Mohammad AFSHARI, Abdolreza S. MOGHADAM<\/td>\n                    <td style=\"\">Steel Braced Frame, Rocking, Fuses, Self-Centering, Flag-Shaped Hysteresis<\/td>\n                    <td style=\"\">00267-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00267-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00267-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00267-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00267-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_156\">\n                    <td style=\"\">ECONOMIC AND MANAGEMENT SURVEYING AND COMPARISON OF SOIL IMPROVEMENT METHODS<\/td>\n                    <td style=\"\">Danyal YAHYAPOUR, Mohammad SHAMEKHI AMIRI<\/td>\n                    <td style=\"\">Liquefaction, Analytical Hierarchy Process Method, Soil Improvement, Dynamic Compaction<\/td>\n                    <td style=\"\">00270-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00270-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00270-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00270-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00270-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_157\">\n                    <td style=\"\">ANALYSIS OF THE APRIL 9 2013 EARTHQUAKE IN THE SOUTH WESTERN PART OF THE ZAGROS REGION IN IRAN BASED ON TELESEISMIC SPECTRA<\/td>\n                    <td style=\"\">Sajad PIRFALAK, Mehrdad MOSTAFAZADEH<\/td>\n                    <td style=\"\">Seismic Moment, Source Spectra, Body Wave, Teleseismic, Zagros<\/td>\n                    <td style=\"\">00271-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00271-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00271-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00271-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_158\">\n                    <td style=\"\">SEISMIC ANISOTROPY AND SHEAR WAVE SPLITTING IN WESTERN ALBORZ AND ADJACENT REGIONS<\/td>\n                    <td style=\"\">Parvaneh MORADI, Farhad SOBOUTI, Abdolreza GHODS, Khalil MOTAGHI, Keith PRIESTLEY<\/td>\n                    <td style=\"\">Anisotropy, Shear Wave Splitting, Mantle, Minimum Energy, Rotation Correlation<\/td>\n                    <td style=\"\">00274-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00274-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00274-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00274-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00274-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_159\">\n                    <td style=\"\">CONVERTING ADVERSARY INTO OPPORTUNITY RURAL HOUSING PROJECT EARTHQUAKE, 2005<\/td>\n                    <td style=\"\">Muhammad ABRAR ISMAEL<\/td>\n                    <td style=\"\">Earthquake, ERRA, Inaccessible Areas, Owner Driven Housing Reconstruction Program, Indigenous Construction Practices, Batar, Dajji, UN Sasakawa Award<\/td>\n                    <td style=\"\">00275-RR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00275-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00275-RR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00275-RR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_160\">\n                    <td style=\"\">SCALING OF GROUND MOTION RECORDS FOR NONLINEAR TIME HISTORY ANALYSIS OF STRUCTURES<\/td>\n                    <td style=\"\">Elahe KHANSOLTANI, Kazem SHAKERI<\/td>\n                    <td style=\"\">Ground Motion Scaling, Nonlinear Behavior of Structures, Pushover Analysis, Time History Analysis<\/td>\n                    <td style=\"\">00276-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00276-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00276-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00276-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00276-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_161\">\n                    <td style=\"\">THE EFECTS OF EARTHQUAKE STRONG MOTION ON PERFORMANCE OF BURIED GAS PIPELINES<\/td>\n                    <td style=\"\">Mehdi HOSSEINZADEH, Mojtaba MOOSAVI<\/td>\n                    <td style=\"\">Wave Propagation, Buried Gas Pipeline<\/td>\n                    <td style=\"\">00278-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00278-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00278-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00278-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_162\">\n                    <td style=\"\">COMPARISON OF SEISMIC HAZARD CURVES BASED ON OBSERVED AND SIMULATED EVENTS: CASE STUDY OF THE CITY OF TEHRAN, IRAN<\/td>\n                    <td style=\"\">Mohammad Ali EBRAHIMI, Alireza AZARBAKHT <\/td>\n                    <td style=\"\">Probabilistic Seismic Hazard Analysis, Simulation, Catalogue<\/td>\n                    <td style=\"\">00279-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00279-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00279-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00279-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00279-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_163\">\n                    <td style=\"\">PERFORMANCE \u2013BASED SEISMIC RESPONSE OF BURIED STEEL PIPELINES<\/td>\n                    <td style=\"\">Hamzeh SHAKIB, Vahid JAHANGIRI<\/td>\n                    <td style=\"\">Performance-Based Earthquake Engineering, Continues Buried Pipeline, Intensity Measure, Engineering Demand Parameter, Nonlinear Dynamic Analysis<\/td>\n                    <td style=\"\">00280-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00280-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00280-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00280-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00280-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_164\">\n                    <td style=\"\">HOW EFFICIENT THE WESTERGAARD ADDED MASS IS? THE CASE STUDY OF THE BAKHTIARI DAM, IRAN<\/td>\n                    <td style=\"\">Mohamad MOGHADDARIPOOR, Alireza AZARBAKHT, Nima GHASEMI<\/td>\n                    <td style=\"\">Finite Element Method, Dam-Water-Foundation Rock Interaction, Doubly Curved Arch Dam<\/td>\n                    <td style=\"\">00281-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00281-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00281-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00281-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00281-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_165\">\n                    <td style=\"\">EMERGENCY EVACUATION OF SUBWAY STATIONS DURING A DISASTER, STUDY CASE: \u201cSTATION 5 OF TURO\u201d<\/td>\n                    <td style=\"\">Saeed ALIGHADR, Abdolhossein FALLAHI<\/td>\n                    <td style=\"\">Emergency Evacuation, Evacuation Simulation, Distinct Element Method, Subway Station, People Density<\/td>\n                    <td style=\"\">00282-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00282-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00282-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00282-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00282-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_166\">\n                    <td style=\"\">NUMERICAL AND EXPERIMENTAL SEISMIC EVALUATION OF CONFINED MASONRY WALL RETROFITTED BY POLYPROPYLENE FIBER, STEEL FIBER AND WIRE MESH REINFORCED SHOTCRETE<\/td>\n                    <td style=\"\">Mohammad KHALAF REZAE, Mehran MOUSAVI, Hamzeh SHAKIB, Sadegh DARDAEI, Masoud SAMADIAN <\/td>\n                    <td style=\"\">Confine Masonry Wall, Seismic Retrofitting, Mesh-Reinforced Fiber Shotcrete, Cyclic Lateral Load, Micro Modeling<\/td>\n                    <td style=\"\">00283-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00283-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00283-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00283-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00283-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_167\">\n                    <td style=\"\">DECENTRALIZED SEMI-ACTIVE SEISMIC CONTROL USING FUZZY CONTROLLER<\/td>\n                    <td style=\"\">Amin KAVEI DEYLAMI, Amir K. GHORBANI-TANHA<\/td>\n                    <td style=\"\">Decentralized Control, Semi-Active Control, Fuzzy Control, Tall Buildings, Seismic Control<\/td>\n                    <td style=\"\">00285-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00285-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00285-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00285-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00285-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_168\">\n                    <td style=\"\">DEVELOPMENT OF SIMPLE METHOD FOR RECORD SELECTION IN STRUCTURAL COLLAPSE RISK ASSESSMENT<\/td>\n                    <td style=\"\">Mohsen AKHANI SENEJANI, Mehdi MOUSAVI, Mohamadreza SHAHRI<\/td>\n                    <td style=\"\">Record Selection, Epsilon, Collapse Assessment, Mean Annual Frequency<\/td>\n                    <td style=\"\">00287-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00287-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00287-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00287-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00287-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_169\">\n                    <td style=\"\">SEISMIC HAZARD ANALYSIS OF SHIRAZ & TABRIZ PIPELINES BY EMPLOYMENT OF PROBABILISTIC & STATISTICAL METHODS<\/td>\n                    <td style=\"\">Yasaman TAVANA,  Abbas MAHDAVIAN, Fatemeh Sadaat AKHAVAN HEJAZI<\/td>\n                    <td style=\"\">Seismic Hazard, Probabilistic Method, Regression Coef\uf001cients, Static Method, 2800 Code<\/td>\n                    <td style=\"\">00288-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00288-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00288-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00288-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00288-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_170\">\n                    <td style=\"\">INVESTIGATION OF TMD AND TLD PERFORMANCE UNDER EARTHQUAKE EXCITATION, THE CASE OF 22-STORY RESIDENTIAL BUILDING<\/td>\n                    <td style=\"\">Zahra KHOSHSOHBATAN, Safoora MORSHED SHEKATCHI, Hamid ZAFARANI<\/td>\n                    <td style=\"\">TMD, TLD, Earthquake Excitation, Matlab\/Simulink Toolbox<\/td>\n                    <td style=\"\">00293-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00293-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00293-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00293-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00293-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_171\">\n                    <td style=\"\">EVALUATION OF ESSENTIAL STRUCTURES PERFORMANCE UNDER MAINSHOCK-AFTERSHOCKS SEQUENCE-TYPE GROUND MOTIONS<\/td>\n                    <td style=\"\">Seyed Amin HOSSEINI, Ali MASSUMI<\/td>\n                    <td style=\"\">Essential Structures, Mainshock-Aftershocks Sequence, Concrete Frames, Park\u2013Ang Damage Index, Roof Residual Displacement<\/td>\n                    <td style=\"\">00295-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00295-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00295-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00295-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00295-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_172\">\n                    <td style=\"\">BUCKLING RESPONSE OF CORRODING GROUND BASED STEEL STORAGE TANKS UNDER SEISMIC LOADING<\/td>\n                    <td style=\"\">Armin ABDOLLAHI, Mahmoud Reza MAHERI<\/td>\n                    <td style=\"\">Steel Storage Tanks, Corrosion, Buckling, Seismic Response, Hydrodynamic Effects, Imperfections<\/td>\n                    <td style=\"\">00297-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00297-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00297-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00297-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00297-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_173\">\n                    <td style=\"\">THE EFFECT OF LONG-TERM CORROSION ON DYNAMIC BEHAVIOUR OF UNANCHORED STEEL CYLINDRICAL TANKS<\/td>\n                    <td style=\"\">Marzie ZARIFKAR, Mahmoud Reza MAHERI<\/td>\n                    <td style=\"\">Unanchored Steel Storage Tanks, Corrosion, Dynamic Behaviour, Imperfections<\/td>\n                    <td style=\"\">00298-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00298-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00298-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00298-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00298-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_174\">\n                    <td style=\"\">THE STUDY OF CRUSTAL SEISMIC ANISOTROPY IN NORTHWEST IRAN BY SHEAR WAVE SPLITTING OF CRUSTAL PHASES<\/td>\n                    <td style=\"\">Zahra ESKANDARI, Farhad SOBOUTI, Gholamreza MORTEZANEJAD, Abdolreza GHODS, Esmaei l SHABANIAN, Ahmad SADIDKHOUY<\/td>\n                    <td style=\"\">Seismic Anisotropy, Shear Wave Splitting, Fast Polarization Direction, Crust, Northwestern Iran<\/td>\n                    <td style=\"\">00302-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00302-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00302-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00302-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00302-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_175\">\n                    <td style=\"\">COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CONFINED UNREINFORCED MASONRY WALLS CONSTRUCTED BY SOLID AND HOLLOW BRICKS<\/td>\n                    <td style=\"\">Mehran MOUSAVI, Mohammad KHALAF REZAEI, Hamzeh SHAKIB, Sadegh DARDAEI, Masoud SAMADIAN <\/td>\n                    <td style=\"\">Unreinforced Confined Masonry Wall, Solid Clay Brick, Hollow Brick, Seismic Behavior, Numerical Analysis<\/td>\n                    <td style=\"\">00303-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00303-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00303-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00303-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00303-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_176\">\n                    <td style=\"\">SHEAR WAVE VELOCITY TOMOGRAPHY IN IRAN<\/td>\n                    <td style=\"\">Mehdi MAHERI-PEYROV, Abdolreza GHODS, Madjid ABBASI, Eric BERGMAN, Farhad SOBOUTI<\/td>\n                    <td style=\"\">Seismic Tomography, Constrained Least Square, Zagros, South Caspian Basin, Lg Wave<\/td>\n                    <td style=\"\">00304-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00304-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00304-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00304-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_177\">\n                    <td style=\"\">MULTI-FUNCTION OF A PLACE FOR COMPANIONSHIP AND LOCAL SEISMIC DISASTER MANAGEMENT IN A COMMUNITY<\/td>\n                    <td style=\"\">Sahar SHAKIB, Ghasem MOTALEBI<\/td>\n                    <td style=\"\">Community, Companionship, Local Seismic Disaster Management<\/td>\n                    <td style=\"\">00306-PC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00306-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00306-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00306-PC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00306-PC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_178\">\n                    <td style=\"\">OMAN SEISMOLOGICAL NETWORK AND SEISMICITY<\/td>\n                    <td style=\"\">Salam AL-HASHMI, Issa EL-HUSSAIN, Khalfan AL-TOBI, Majid AL-SAIFI, Yousuf AL-SHIJBI, Zaid AL-HABSI<\/td>\n                    <td style=\"\">Earthquake, Oman Seismological Network, Makran Subduction Zone<\/td>\n                    <td style=\"\">00307-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00307-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00307-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00307-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00307-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_179\">\n                    <td style=\"\">NUMERICAL ANALYSIS OF THE BEHAVIOR OF CONCENTRICALLY BRACED FRAMES UNDER CYCLIC LOADING CONSIDERING COLUMN ORIENTATION<\/td>\n                    <td style=\"\">Ali Akbar AGHAKOUCHAK, H. KAHRIZI <\/td>\n                    <td style=\"\">Steel Concentrically Braced Frames, Seismic Behavior, Column Orientation<\/td>\n                    <td style=\"\">00309-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00309-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00309-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00309-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00309-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_180\">\n                    <td style=\"\">DETERMINIG DESIGN SPECTRUM OF HORIZONTAL ACCELERATION FOR IRAN SOIL TYPE II AND COMPARING WITH THE REFLECTANCE SPECTRUM USED IN STANDARD 2800 (VERSION 3)<\/td>\n                    <td style=\"\">Nasrin BAYAT, Mozhgan RAFIEE, Abbas MAHDAVIAN<\/td>\n                    <td style=\"\">Acceleration Design Spectrum, The Standard Spectrum,Accelerogram, Average Spectrum, Above Average Spectrum<\/td>\n                    <td style=\"\">00310-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00310-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00310-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00310-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00310-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_181\">\n                    <td style=\"\">SEISMIC INVESTIGATIONS OF MASONRY INFILLED REINFORCED CONCRETE FRAMES<\/td>\n                    <td style=\"\">Farhad AKHOUNDI, Paulo B. LOUREN\u00c7O, Gra\u00e7a VASCONCELOS<\/td>\n                    <td style=\"\">Masonry, Infill, In-Plane, Out-of-Plane<\/td>\n                    <td style=\"\">00311-EM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00311-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00311-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00311-EM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00311-EM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_182\">\n                    <td style=\"\">COST\/BENEFIT ANALYSIS OF BASE ISOLATED STRUCTURES: THE ROLE OF STRUCTURAL CONFIGURATION<\/td>\n                    <td style=\"\">Alberto DUSI, Marco MEZZI<\/td>\n                    <td style=\"\">Base Isolation, Structural Configuration, Seismic Performance, Cost Analysis<\/td>\n                    <td style=\"\">00312-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00312-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00312-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00312-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_183\">\n                    <td style=\"\">IMPROVING BUILDING AND POPULATION RESILIENCE TO SEISMIC RISK<\/td>\n                    <td style=\"\">Alberto DUSI, Marco MEZZI, Fabrizio COMODINI<\/td>\n                    <td style=\"\">Risk Assessment, Risk Management, Resilience<\/td>\n                    <td style=\"\">00313-RL<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00313-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00313-RL.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00313-RL.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_184\">\n                    <td style=\"\">NUMERICAL STUDY OF WATER SLOSHING IN PERFORMANCE OF FULL AND SEMI-FULL RESERVOIRS IN EARTHQUAKE CONDITION<\/td>\n                    <td style=\"\">Sina ARJOMANDNIA, Seyed Taghi Omid NAEENI<\/td>\n                    <td style=\"\">Sloshing, Water Reservoir, Compare Shapes, Numerical Model, Full and Semi-Full<\/td>\n                    <td style=\"\">00314-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00314-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00314-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00314-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00314-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_185\">\n                    <td style=\"\">RISK ASSESSMENT OF THE LOSSES ON R\/C BUILDINGS IN SEISMIC AREAS<\/td>\n                    <td style=\"\">Marco MEZZI, Alberto DUSI, Fabrizio COMODINI<\/td>\n                    <td style=\"\">Seismic Risk, Risk Assessment, R\/C Buildings<\/td>\n                    <td style=\"\">00316-RL<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00316-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00316-RL.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00316-RL.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_186\">\n                    <td style=\"\">ESTIMATING MAXIMUM POUNDING FORCE BETWEEN TWO ADJACENT STRUCTURES<\/td>\n                    <td style=\"\">Sepideh RAHIMI, Masoud SOLTANI MOHAMMADI<\/td>\n                    <td style=\"\">Structural Pounding, Pounding Force, Random Vibration, Statistical Relations, Bouc-Wen Model<\/td>\n                    <td style=\"\">00317-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00317-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00317-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00317-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00317-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_187\">\n                    <td style=\"\">BEHAVIOR INVESTIGATION SKEW BRIDGES WITH BASE ISOLATION SYSTEM AGAINST VERTICAL AND HORIZONTAL EARTHQUAKES<\/td>\n                    <td style=\"\">Alireza MIRZAGOLTABAR ROSHAN, Afshin RAZAVIFAR, Mohamad Sadegh SAM<\/td>\n                    <td style=\"\">Bridge, Base Isolation, Skew, Earthquake, Horizontal, Vertical<\/td>\n                    <td style=\"\">00318-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00318-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00318-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00318-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00318-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_188\">\n                    <td style=\"\">PATTERNS OF SEISMICITY IN THE COASTAL REGIONS OF THE SOUTH CASPIAN BASIN<\/td>\n                    <td style=\"\">Abdolreza GHODS, Farhad SOBOUTI, Minoosh BIJARI, Majid NEMATI, Mehdi MAHERI-PEYROV<\/td>\n                    <td style=\"\">South Caspian Basin, Seismicity, Earthquake Relocation, Receiver Functions<\/td>\n                    <td style=\"\">00319-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00319-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00319-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00319-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_189\">\n                    <td style=\"\">DRIFT-CONTROL EVALUATION OF RC-MRF STRUCTURES USING NONLINEAR DYNAMIC ANALYSIS<\/td>\n                    <td style=\"\">Javad MOKARI RAHMDEL, Sonia EYVAZLO <\/td>\n                    <td style=\"\">Target Drift, RC-MRF Structures, Guideline 2800, Fundamental Period, Dynamic Analysis<\/td>\n                    <td style=\"\">00321-CR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00321-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00321-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00321-CR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00321-CR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_190\">\n                    <td style=\"\">OPTIMAL SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES<\/td>\n                    <td style=\"\">Hassan MOGHADDAM, Seyed Mojtaba HOSSEINI GELEKOLAI<\/td>\n                    <td style=\"\">Seismic Design, Optimal, Uniform Deformation Theory, Steel Moment Resisting Frames<\/td>\n                    <td style=\"\">00322-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00322-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00322-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00322-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00322-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_191\">\n                    <td style=\"\">IMPROVED NUMERICAL INTEGRATION PROCEDURE FOR APPLICATION TO SEISMIC HYBRID SIMULATION<\/td>\n                    <td style=\"\">Maedeh ZAKERSALEHI, Abbas Ali TASNIMI, Mehdi AHMADIZADEH, Leila HAJNAJAFI<\/td>\n                    <td style=\"\">Seismic Hybrid Simulation, Numerical Integration, Accuracy, Error Index<\/td>\n                    <td style=\"\">00323-EM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00323-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00323-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00323-EM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00323-EM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_192\">\n                    <td style=\"\">LONG-TERM EARTHQUAKE FORECAST FOR IRAN<\/td>\n                    <td style=\"\">Mohammad TALEBI, Mehdi ZARE, Anooshiravan ANSARI<\/td>\n                    <td style=\"\">Probabilistic Earthquake Forecasting, Adaptive Kernel, Iran<\/td>\n                    <td style=\"\">00325-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00325-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00325-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00325-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00325-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_193\">\n                    <td style=\"\">EVALUATION OF DECONSTRUCTION, RECONSTRUCTION AND RETROFITTING NATIONAL PLAN FOR SCHOOLS<\/td>\n                    <td style=\"\">Ali TABAR<\/td>\n                    <td style=\"\">Evaluation, Seismic, Rehabilitation, School, Planning<\/td>\n                    <td style=\"\">00326-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00326-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00326-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00326-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00326-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_194\">\n                    <td style=\"\">COMPARATIVE STUDY ON DIFFERENT APPROACHES OF JAPAN & IRAN IN NATURAL DISASTER MANAGEMENT TOWARDS DEVELOPING THE POLICIES<\/td>\n                    <td style=\"\">Ali TABAR, Leila MALEKMOHAMADI<\/td>\n                    <td style=\"\">Natural Disaster Management, Earthquake, Iran, Japan, DRM Policies<\/td>\n                    <td style=\"\">00327-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00327-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00327-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00327-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00327-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_195\">\n                    <td style=\"\">HIGH RESOLUTION IMAGES OF THE LG AND PG ATTENUATION AND VELOCITY STRUCTURES ACROSS THE NORTHERN MIDDLE-EAST<\/td>\n                    <td style=\"\">Ayoub KAVIANI, Eric SANDVOL, Georg R\u00dcMPKER<\/td>\n                    <td style=\"\">Middle-East, Turkish-Iranian Plateau, Crustal Structure, Seismic Attenuation, Lg and Pg Waves<\/td>\n                    <td style=\"\">00328-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00328-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00328-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00328-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_196\">\n                    <td style=\"\">DAMAGE ESTIMATION OF 3-STORY STEEL BRACED FRAME WITH KHORJINI CONNECTIONS AND INFILL WALLS FOR TEHRAN<\/td>\n                    <td style=\"\">Amir KIANI, Babak MANSOURI, Abdolreza S. MOGHADAM<\/td>\n                    <td style=\"\">Semi-Rigid Khorjini Connections, IDA, Fragility Curves, Performance-Based Evaluation, Infill<\/td>\n                    <td style=\"\">00329-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00329-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00329-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00329-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00329-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_197\">\n                    <td style=\"\">USING RECEIVER FUNCTIONS TO ESTIMATE THE CRUSTAL THICKNESS AND THE BULK CRUSTAL VP\/VS RATIO IN THE PRESENCE OF CRUSTAL ANISOTROPY<\/td>\n                    <td style=\"\">Ayoub KAVIANI, Georg R\u00dcMPKER, Koorosh LATIFI<\/td>\n                    <td style=\"\">Crustal Anisotropy, Ps Converted Phases, Receiver Function, Shear-Wave Splitting, Zhu & Kanamori H-\u039a Stacking<\/td>\n                    <td style=\"\">00330-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00330-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00330-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00330-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_198\">\n                    <td style=\"\">DEVELOPING A GIS-BASED MODEL FOR ROAD BLOCKAGE ASSESSMENT<\/td>\n                    <td style=\"\">Babak MANSOURI, Amir KIANI, Naiemeh GOVAHI<\/td>\n                    <td style=\"\">Road Network, Road Blockage, Debris, Earthquake Scenario, GIS<\/td>\n                    <td style=\"\">00331-RL<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00331-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00331-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00331-RL.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00331-RL.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_199\">\n                    <td style=\"\">COMPUTING SEISMIC FRAGILITY CURVES FOR BASE ISOLATED STRUCTURES<\/td>\n                    <td style=\"\">Aria AFSHARI, Mehdi MAHDAVI ADELI<\/td>\n                    <td style=\"\">Probabilistic Seismic Demand Model, Incremental Dynamic Analysis, Fragility Curve, Base Isolation, Steel Moment Resisting Frame<\/td>\n                    <td style=\"\">00332-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00332-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00332-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00332-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_200\">\n                    <td style=\"\">LABORATORY BEHAVIOR EVALUATION OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER UNDER QUASI STATIC CYCLIC LOADING<\/td>\n                    <td style=\"\">Hamidreza TAVAKOLI, Pedram JALALI<\/td>\n                    <td style=\"\">Self-Compacting Concrete, Fibrous Concrete, Quasi Static Loading, Cyclic Loading<\/td>\n                    <td style=\"\">00335-LT<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00335-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00335-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00335-LT.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00335-LT.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_201\">\n                    <td style=\"\">EXPERIMENTAL ASSESSMENT OF THE EFFECT OF VARIOUS CYCLIC LOADING PROTOCOLS ON THE MECHANICAL BEHAVIOR OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER<\/td>\n                    <td style=\"\">Hamidreza TAVAKOLI, Pedram JALALI<\/td>\n                    <td style=\"\">Self-Compacting Concrete, Fibrous Concrete, Quasi Static Loading, Cyclic Loading, Loading Protocols<\/td>\n                    <td style=\"\">00336-LT<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00336-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00336-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00336-LT.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00336-LT.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_202\">\n                    <td style=\"\">POST-EARTHQUAKE RAPID AND DETAILED ASSESSMENT OF BUILDINGS BASED ON QUALITATIVE AND QUANTITATIVE CRITERIA<\/td>\n                    <td style=\"\">Morteza RAISSI DEHKORDI, Mohammad Hossein TORABIZADEH, Ali SHAHRI, Mahdi EGHBALI, Mohammad YEKRANGNIA<\/td>\n                    <td style=\"\">Post-Earthquake, Rapid Assessment, Detailed Assessment<\/td>\n                    <td style=\"\">00337-RR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00337-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00337-RR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00337-RR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_203\">\n                    <td style=\"\">EFFECT OF LOCAL SOIL CONDITIONS ON GROUND SURFACE RESPONSES<\/td>\n                    <td style=\"\">Saeed MOSHIRABADI, Ali BEITOLLAHI, Hamzeh SHAKIB, Alireza KAZEMI<\/td>\n                    <td style=\"\">Local Soil Effect, Free-Field Ground Motion, Linear Behavior, Nonlinear Behavior, Matlab<\/td>\n                    <td style=\"\">00340-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00340-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00340-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00340-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00340-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_204\">\n                    <td style=\"\">EFFECTS OF FLING STEP AND FORWARD DIRECTIVITY ON SEISMIC RESPONSES OF SOIL SITES<\/td>\n                    <td style=\"\">Javad ASADI FALLAH, Vahid MALEKI, Hasan GHASEMZADEH<\/td>\n                    <td style=\"\">Fling Step, Forward Directivity, Seismic Response, Ground Motion, Equivalent Linear<\/td>\n                    <td style=\"\">00341-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00341-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00341-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00341-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00341-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_205\">\n                    <td style=\"\">AN INVESTIGATION ON THE UPLIFT FORCES IN BUILDINGS EQUIPPED WITH OPRCB ISOLATORS<\/td>\n                    <td style=\"\">Sadegh MAHMOUDKHANI, Mahmood HOSSEINI, Mansour ZIYAEIFAR<\/td>\n                    <td style=\"\">Uplift Forces, Empirical Formula, Time History Analysis, Nonlinear Regression, Near Fault Earthquakes<\/td>\n                    <td style=\"\">00343-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00343-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00343-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00343-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00343-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_206\">\n                    <td style=\"\">EDUCATION STRATEGIES FOR DISASTER RISK REDUCTION IN SCHOOL CURRICULUM<\/td>\n                    <td style=\"\">Setareh JALALI, Mohammad H YARMOHAMMADIAN<\/td>\n                    <td style=\"\">Disaster Risk Reduction, Educational Strategies, School Curriculum, Safe Society<\/td>\n                    <td style=\"\">00344-PC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00344-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00344-PC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00344-PC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_207\">\n                    <td style=\"\">A STUDY ON SEISMIC PERFORMANCE OF MULTI-STORY BUILDINGS EQUIPPED WITH UPLIFT-RESTRAINED OPRCB ISOLATORS<\/td>\n                    <td style=\"\">Mahmood HOSSEINI, Sadegh MAHMOUDKHANI<\/td>\n                    <td style=\"\">Base Isolation, Lagrange Equations of Motion, Time History Analysis, Inter-Story Drift, Floor Absolute Accelerations<\/td>\n                    <td style=\"\">00345-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00345-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00345-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00345-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00345-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_208\">\n                    <td style=\"\">DYNAMIC EQUATIONS OF BIDIRECTIONAL MOTION OF THE UPLIFT-RESTRAINED OPRCB ISOLATOR<\/td>\n                    <td style=\"\">Sadegh MAHMOUDKHANI, Mahmood HOSSEINI<\/td>\n                    <td style=\"\">U-Shape Uplift Restrainers, Lagrange Equations of Motion, Time History Analysis, Runge-Kutta-Nystr\u00f6m Method, Base Isolation<\/td>\n                    <td style=\"\">00348-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00348-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00348-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00348-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00348-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_209\">\n                    <td style=\"\">OPTIMAL ACTIVE CONTROL OF ASYMMETRIC PLAN BUILDINGS WITH TORSIONAL EFFECT<\/td>\n                    <td style=\"\">Ebrahim NAZARIMOFRAD<\/td>\n                    <td style=\"\">Active Control, LQR Control, Genetic Algorithm, Torsion in Asymmetric Plan<\/td>\n                    <td style=\"\">00349-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00349-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00349-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00349-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00349-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_210\">\n                    <td style=\"\">MODELLING OF REINFORCED CONCRETE BUILDING WITH ASYMMETRIC PLAN EQUIPPED BY SEMI-ACTIVE TUNED MASS DAMPER USING FUZZY CONTROLLER<\/td>\n                    <td style=\"\">Saeed PIRGHOLIZADEH, Ebrahim NAZARIMOFRAD<\/td>\n                    <td style=\"\">Semi-Active Tuned Mass Damper, Fuzzy Controller, Asymmetric Plan, Reinforced Concrete Building<\/td>\n                    <td style=\"\">00350-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00350-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00350-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00350-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00350-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_211\">\n                    <td style=\"\">A TYPE OF UPLIFT RESTRAINER FOR THE OPRCB ISOLATORS<\/td>\n                    <td style=\"\">Mahmood HOSSEINI, Sadegh MAHMOUDKHANI<\/td>\n                    <td style=\"\">U-Shape Uplift Restrainers, Finite Element Analyses, Nonlinear Regression Analysis, OPRCB Isolator, Uplift Forces<\/td>\n                    <td style=\"\">00353-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00353-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00353-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00353-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00353-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_212\">\n                    <td style=\"\">AN INVESTIGATION ON THE TORSIONAL EFFECTS OF ASYMMETRICALLY DISTRIBUTED SHEAR WALLS<\/td>\n                    <td style=\"\">Seyed Majid GHASEMI, Hassan MOGHADDAM<\/td>\n                    <td style=\"\">Torsional Effects, Asymmetric Shear Walls, Eccentricity, Performance Based Design<\/td>\n                    <td style=\"\">00355-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00355-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00355-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00355-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00355-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_213\">\n                    <td style=\"\">INVESTIGATION OF DYNAMIC RESPONSE OF BRIDGES UNDER MOVING MASS<\/td>\n                    <td style=\"\">Hoda KHADEMZADEH, Reza ABBASNIA, Akbar MIRZAEE, Mahdie ISMAILZADEH<\/td>\n                    <td style=\"\">Dynamic Analysis, Moving Mass, Approximate Model of Moving Mass, Numerical Methods, Central Difference Method<\/td>\n                    <td style=\"\">00356-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00356-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00356-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00356-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00356-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_214\">\n                    <td style=\"\">EFFECT OF CONNECTION RIGIDITY ON THE BEHAVIOR OF IRREGULAR STEEL BUILDINGS UNDER LATERAL LOADING<\/td>\n                    <td style=\"\">Sajad BARARI, Amirhoshang AKHAVEISSY<\/td>\n                    <td style=\"\">Semi-Rigid, Steel Structure, Irregularity, Pushover Analysis, Non-Linear Time History Analysis<\/td>\n                    <td style=\"\">00358-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00358-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00358-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00358-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00358-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_215\">\n                    <td style=\"\">EVALUATING PERFORMANCE OF AN IRREGULAR REINFORCEMENT CONCRETE TRUCTURE DESIGNED BASED ON THIRD EDITION 2800 STANDARD CRITERIA<\/td>\n                    <td style=\"\">Sajad BARARI, Amirhoshang AKHAVEISSY<\/td>\n                    <td style=\"\">Seismic Design, Irregular Building, RC Structure, Nonlinear Analysis, Capacity Curve<\/td>\n                    <td style=\"\">00359-CR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00359-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00359-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00359-CR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00359-CR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_216\">\n                    <td style=\"\">DAMAGE DETECTION IN 4-STORY STEEL BRACED FRAMES USING RESIDUAL FORCES BASED ON WAVELET TRANSFORM<\/td>\n                    <td style=\"\">Behzad ZARRINZADEH, Ali MASSUMI, Gholamreza NOURI<\/td>\n                    <td style=\"\">Damage Detection, Residual Force, Wavelet Transform, Steel Braced Frames, Earthquake<\/td>\n                    <td style=\"\">00360-SI<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00360-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00360-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00360-SI.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00360-SI.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_217\">\n                    <td style=\"\">ON THE SEISMIC PERFORMANCE EVALUATION OF OUTRIGGER AND BELT TRUSS SYSTEMS FOR STEEL HIGH-RISE BUILDINGS<\/td>\n                    <td style=\"\">Mohammad Hosein MOHAMMADKHANI, Hossein TAHGHIGHI<\/td>\n                    <td style=\"\">Tall Building, Outrigger System, Response Spectrum Analysis, Time History Analysis, Top Displacement<\/td>\n                    <td style=\"\">00361-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00361-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00361-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00361-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00361-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_218\">\n                    <td style=\"\">ANALYTICAL INVESTIGATION OF A NEW THROUGH-COLUMN-TYPE JOINT FOR REINFORCED CONCRETE AND STEEL FRAMES<\/td>\n                    <td style=\"\">Seyed Rasoul MIRGHADERI, Nasrin BAKHSHAYESH EGHBALI, Mohammad Mehdi AHMADI<\/td>\n                    <td style=\"\">Moment Connection, Finite Element Analysis, Composite Structures, Stress Transferring Mechanisms, RCS<\/td>\n                    <td style=\"\">00362-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00362-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00362-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00362-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00362-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_219\">\n                    <td style=\"\">ASSESSMENT OF THE PARK & ANG DAMAGE INDEX FOR PERFORMANCE LEVELS OF RC MOMENT RESISTING FRAMES<\/td>\n                    <td style=\"\">Mehrdad PAZOKI, Abbas Ali TASNIMI<\/td>\n                    <td style=\"\">Damage Index, Performance Levels, Reinforced Concrete Frames, Strength Damage, Collapse<\/td>\n                    <td style=\"\">00363-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00363-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00363-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00363-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00363-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_220\">\n                    <td style=\"\">EFFECTS OF MASS OF FOUNDATION ON SEISMIC RESPONSE OF GRAVITY DAMS UNDEAR NEAR-FAULT GROUND MOTION EXCITATION<\/td>\n                    <td style=\"\">Amir Hoshang AKHAVEISSY, Nazanin AMIRI<\/td>\n                    <td style=\"\">Near-Fault Ground Motion, Concrete Gravity Dams, Dam-Water-Foundation Interaction, Seismic Response, Dynamic Analysis<\/td>\n                    <td style=\"\">00366-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00366-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00366-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00366-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00366-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_221\">\n                    <td style=\"\">THE MULTILAMINATE MODEL FOR PUSHOVER ANALYSIS OF LARGE SCALE UNREINFORCED MASONRY STRUCTURES<\/td>\n                    <td style=\"\">Amirhoshang AKHAVEISSY, Hamid TAVANAEIFAR, Mohsen BEYTI<\/td>\n                    <td style=\"\">Unreinforced Masonry Wall, Macro Modeling, Multi-Laminate Model, Nonlinear Behavior<\/td>\n                    <td style=\"\">00367-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00367-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00367-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00367-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00367-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_222\">\n                    <td style=\"\">VARIABLE BAFFLES TUNED LIQUID DAMPER FOR SEMI ACTIVE CONTROL OF ONE DEGREE OF FREEDOM STRUCTURES<\/td>\n                    <td style=\"\">Seyed Mehdi ZAHRAI, Hamed ENAYATI<\/td>\n                    <td style=\"\">Variable Baffles Tuned Liquid Damper, Semi-Active Control, Damping Ratio<\/td>\n                    <td style=\"\">00368-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00368-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00368-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00368-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_223\">\n                    <td style=\"\">EVALUATION OF THE EFFECT OF LINK BEAMS STIFFENERS WITH DIFFERENT CROSS-SECTIONS<\/td>\n                    <td style=\"\">Samira EBRAHIMI, Hamzeh SHAKIB, Masoud SOLTANI MOHAMMADI<\/td>\n                    <td style=\"\">Link Beam, Stiffener, Cross-Section<\/td>\n                    <td style=\"\">00369-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00369-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00369-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00369-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00369-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_224\">\n                    <td style=\"\">PERFORMANCE OF MIDRISE ASYMMETRIC STEEL BUILDINGS WITH PERIMETER MOMENT FRAMES AND INTERNAL BRACED FRAMES AGAINST STRONG GROUND MOTIONS<\/td>\n                    <td style=\"\">Meysam MOHEBIAN, Peyman HOMAMI, Afshin MESHKAT-DINI<\/td>\n                    <td style=\"\">Asymmetric Structures, Near-Field Earthquakes, Center of Mass, Time History, Performance<\/td>\n                    <td style=\"\">00370-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00370-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00370-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00370-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00370-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_225\">\n                    <td style=\"\">FURTHER IMPROVEMENT OF AN ENERGY DISSIPATION DEVICE FOR USE IN STEEL FRAMES COMPOSED OF CHEVRON BRACINGS<\/td>\n                    <td style=\"\">Mir Saber GHEIBI, Shahrokh MAALEK<\/td>\n                    <td style=\"\">Passive Damping Device, Half Circular Energy Dissipator, Chevron Bracing<\/td>\n                    <td style=\"\">00371-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00371-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00371-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00371-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00371-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_226\">\n                    <td style=\"\">DETERMINATION OF PREDOMINANT PERIOD FOR A TUNNELING STRUCTURE IN THE NEW TOWN OF PARAND BY MICROTREMOR SURVEY METHOD<\/td>\n                    <td style=\"\">Sorour FATHALIZADEH, Asghar AZADI, Amin ABBASI<\/td>\n                    <td style=\"\">Predominant Period, Parand, Microtremor, Tunneling Structure<\/td>\n                    <td style=\"\">00373-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00373-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00373-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00373-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00373-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_227\">\n                    <td style=\"\">BEHAVIOR OF SLIDING ISOLATORS WITH VARIABLE FRICTION UNDER NEAR-FAULT EARTHQUAKES<\/td>\n                    <td style=\"\">Ali Akbar SHAIKHZADEH, Abbas KARAMODDIN<\/td>\n                    <td style=\"\">Sliding Isolator, Variable Friction, Near-Fault Ground Motion, Variable Stiffness, Variable Frequency<\/td>\n                    <td style=\"\">00375-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00375-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00375-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00375-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00375-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_228\">\n                    <td style=\"\">EVALUATION OF THREE SPAN ARCH STONE BRIDGE IN DRODGARAN UNDER EARTHQUAKE<\/td>\n                    <td style=\"\">Mahmood KEIVANNIA, Amirhoshang AKHAVEISSY<\/td>\n                    <td style=\"\">Stone Bridge, Seismic Behavior, Nonlinear Analysis, Seismic Response, Tensile Damage<\/td>\n                    <td style=\"\">00376-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00376-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00376-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00376-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00376-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_229\">\n                    <td style=\"\">AN INVESTIGATION OF ECCENTRICALLY BRACED FRAMES WITH DIFFERENT GEOMETRICAL PATTERNS<\/td>\n                    <td style=\"\">Ebrahim YOUSEFIAN, Shahrokh MAALEK<\/td>\n                    <td style=\"\">Eccentrically Braced Frames, Link Beams, Bracing Members<\/td>\n                    <td style=\"\">00378-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00378-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00378-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00378-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00378-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_230\">\n                    <td style=\"\">NEW SEISMIC ZONATION OF IRAN FOR APPLICATION IN THE TIME AND MAGNITUDE PREDICTABLE MODEL<\/td>\n                    <td style=\"\">Rasoul MIRZAEE KHAKI, Hamid ZAFARANI, Yaghoob GHOLIPOUR<\/td>\n                    <td style=\"\">Seismic Zonation, Time and Magnitude Predictable Model, Seismotectonics, Geomorphology, Iran<\/td>\n                    <td style=\"\">00379-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00379-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00379-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00379-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00379-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_231\">\n                    <td style=\"\">ENHANCING PERFORMANCE OF OVAL-SHAPED DAMPERS IN CHEVRONBRACED STEEL FRAMES USING LATERAL STIFFENING PLATES<\/td>\n                    <td style=\"\">Seyed Mehdi ZAHRAI, Mohamad Hossein MORTEZAGHOLI<\/td>\n                    <td style=\"\">Passive Damper, Oval Damper, Chevron-Braced, Energy Dissipation<\/td>\n                    <td style=\"\">00380-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00380-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00380-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00380-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00380-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_232\">\n                    <td style=\"\">NUMERICAL EVALUATION OF THE STRIKE SLIP FAULT EFFECTS ON THE STEEL BURIED PIPELINES<\/td>\n                    <td style=\"\">Mohsen DAVOODI MOGHADDAM, Hossein TAHGHIGHI<\/td>\n                    <td style=\"\">Buried Pipeline, Fault Motion, Strike Slip Fault, Nonlinear Response<\/td>\n                    <td style=\"\">00382-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00382-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00382-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00382-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00382-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_233\">\n                    <td style=\"\">THE IMPACT OF FLANGE DIMENSIONS OF VERTICAL LINK BEAM ON ITS SEISMIC PERFORMANCE<\/td>\n                    <td style=\"\">Seyed Mehdi ZAHRAI, Amir PARSA<\/td>\n                    <td style=\"\">Vertical Link Beam, Eccentrically Braced Frame, Flange Dimension, Passive Control<\/td>\n                    <td style=\"\">00383-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00383-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00383-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00383-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00383-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_234\">\n                    <td style=\"\">EVALUATION OF SOIL-STRUCTURE INTERACTION EFFECTS USING SEISMIC CODES<\/td>\n                    <td style=\"\">Mohammad ARBABI, Hossein TAHGHIGHI<\/td>\n                    <td style=\"\">Soil-Structure Interaction, Seismic Response, Steel Structure, Seismic Code<\/td>\n                    <td style=\"\">00384-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00384-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00384-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00384-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00384-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_235\">\n                    <td style=\"\">SEISMIC VULNERABILITY ASSESSMENT OF CORRODED PILE-SUPPORTED WHARVES<\/td>\n                    <td style=\"\">Ali BANAYAN KERMANI, Khosrow BARGI<\/td>\n                    <td style=\"\">Aging Effects, Pile-Supported Wharves, Seismic Vulnerability, Corrosion, CSM<\/td>\n                    <td style=\"\">00386-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00386-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00386-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00386-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_236\">\n                    <td style=\"\">SOFTWARE STUDY AND COMPARISON SITE RESPONSE ANALYSIS RESULTS<\/td>\n                    <td style=\"\">Hassan ESMAEILZADEH, Masoud MIRMOHAMMAD SADEGHI<\/td>\n                    <td style=\"\">Linear Site Response Analysis, Seismogram, Fourier, Response Spectrum<\/td>\n                    <td style=\"\">00387-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00387-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00387-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00387-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00387-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_237\">\n                    <td style=\"\">PRELIMINARY SEISMIC MICROZONATION OF BOJNORD USING MICROTREMORS<\/td>\n                    <td style=\"\">Mohammad KHANDAN BAKAVOLI, Seyyed Hossein SAJJADI<\/td>\n                    <td style=\"\">Microtremor, Microzonation, H\/V, Spectrum<\/td>\n                    <td style=\"\">00388-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00388-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00388-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00388-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00388-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_238\">\n                    <td style=\"\">EVALUATION OF DIRECT-DISPLACEMENT BASED SEISMIC DESIGN METHOD FOR EBFs<\/td>\n                    <td style=\"\">Amin MOHEBKHAH, Sina FARAHANI<\/td>\n                    <td style=\"\">Direct displacement-based design, Steel eccentrically braced frame, Seismic behavior, Nonlinear dynamic analysis, Performance level<\/td>\n                    <td style=\"\">00390-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00390-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00390-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00390-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00390-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_239\">\n                    <td style=\"\">OPTIMUM LOCATION AND PROPERTY OF STIFFENED STOREY IN SHEAR FRAME STRUCTURES SUBJECTED TO SEISMIC LOADING<\/td>\n                    <td style=\"\">Saeed MOHAMMADI, Omid KHADEM HOSSEINI, Ali KEYHANI, Vahid Reza KALATJARI<\/td>\n                    <td style=\"\">Stiffened Storey, Outrigger, Belt Truss, CSS Algorithm, Tall Buildings<\/td>\n                    <td style=\"\">00391-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00391-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00391-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00391-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_240\">\n                    <td style=\"\">DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS<\/td>\n                    <td style=\"\">Amin MOHEBKHAH, Hossein KAZEMI<\/td>\n                    <td style=\"\">Direct Displacement-Based Design, Steel Frame, Reinforced Concrete Wall, Seismic Behavior, Nonlinear Dynamic Analysis<\/td>\n                    <td style=\"\">00392-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00392-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00392-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00392-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00392-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_241\">\n                    <td style=\"\">STUDY ON SEISMIC ANALYSIS OF BUILDINGS USING COMBINATION OF DIFFERENT ISOLATION SYSTEMS<\/td>\n                    <td style=\"\">Ali MOEINADINI, Masoud NEKOOEI, Sobhan ROSTAMI<\/td>\n                    <td style=\"\">Seismic Isolation, Combination Systems, Optimal Emplacement, LRB, FPS<\/td>\n                    <td style=\"\">00393-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00393-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00393-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00393-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00393-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_242\">\n                    <td style=\"\">CALCULATION OF LATERAL LOAD ON BUILDING BASED ON ENERGY METHOD<\/td>\n                    <td style=\"\">Mahya BAKHTIARI, Jalal AKBARI<\/td>\n                    <td style=\"\">Energy of Structures, Earthquake Loading, Equivalent Static Loads, Finite Element Modeling, Dynamic Response of Structure<\/td>\n                    <td style=\"\">00394-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00394-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00394-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00394-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00394-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_243\">\n                    <td style=\"\">SEISMIC ANALYSIS OF PILE GROUPS DUE TO NONLINEAR SOIL-PILE KINEMATIC INTERACTION<\/td>\n                    <td style=\"\">Majid SHABKHAN, Hossein TAHGHIGHI<\/td>\n                    <td style=\"\">Pile Group, Kinematic Interaction, Nonlinear Seismic Response, Finite Element<\/td>\n                    <td style=\"\">00395-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00395-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00395-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00395-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00395-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_244\">\n                    <td style=\"\">SEISMIC RETROFITTING OF PUBLIC SCHOOL IN MARKAZI PROVINCE<\/td>\n                    <td style=\"\">Masoud AMIRI, Ali KAHIDAN<\/td>\n                    <td style=\"\">Schools, Earthquake, Iran, Disaster, Seismic Retrofit<\/td>\n                    <td style=\"\">00397-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00397-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00397-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00397-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00397-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_245\">\n                    <td style=\"\">MULTI-OBJECTIVE OPTIMIZATION OF SEISMICALLY BASE ISOLATED BUILDING WITH TUNED MASS DAMPER<\/td>\n                    <td style=\"\">Ebrahim NAZARIMOFRAD, Saeed PIRGHOLIZADEH<\/td>\n                    <td style=\"\">Multi-Objective Optimization, Base Isolated, Tuned Mass Damper, Passive Control<\/td>\n                    <td style=\"\">00398-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00398-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00398-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00398-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_246\">\n                    <td style=\"\">ISOGEOMETRIC ANALYSIS FOR THE NUMERICAL SOLUTION OF WAVE EQUATION<\/td>\n                    <td style=\"\">Mehrnoosh RAMEZANI, Saeed SHOJAEE, Sobhan ROSTAMI<\/td>\n                    <td style=\"\">Isogeometric Analysis, Cubic B-Spline, Wave Equation, Numerical Method<\/td>\n                    <td style=\"\">00399-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00399-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00399-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00399-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00399-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_247\">\n                    <td style=\"\">SEISMIC BEARING CAPACITY OF SHALLOW FOUNDATION WITH BASE INCLINATION<\/td>\n                    <td style=\"\">Mahmoud GHAZAVI, Armin SALMANI<\/td>\n                    <td style=\"\">Limit Equilibrium, Seismic Bearing Capacity, Strip Footings, Lateral Earth Pressure<\/td>\n                    <td style=\"\">00402-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00402-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00402-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00402-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00402-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_248\">\n                    <td style=\"\">TEMPORAL VARIATION OF VP \/ VS AS A PRECURSORY FOR 11 AUGUST 2012 AHAR \u2013 VARZEQAN EARTHQUAKE<\/td>\n                    <td style=\"\">Zari BORDBAR, Mohammad Reza HATAMI, Amin ABBASI<\/td>\n                    <td style=\"\">VP\/VS, Ahar- Varzeqan, Earthquake, Precursor<\/td>\n                    <td style=\"\">00403-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00403-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00403-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00403-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00403-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_249\">\n                    <td style=\"\">A STUDY ON SOME DAMAGE ASSESSMENT METHODS BASED ON THE DYNAMIC CHARACTERISTIC CHANGES<\/td>\n                    <td style=\"\">Maryam RAHMATI SELKISARI, Ali MASSUMI<\/td>\n                    <td style=\"\">Damage Assessment, Frequency Changes, Final Softening, Park-Ang, Pearson Correlation<\/td>\n                    <td style=\"\">00404-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00404-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00404-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00404-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00404-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_250\">\n                    <td style=\"\">SEISMICITY AND CRUSTAL STRUCTURE OF THE ZAGROS FOLD-AND-THRUST-BELT<\/td>\n                    <td style=\"\">Vera SCHULTE-PELKUM, Eric BERGMAN, Abdolreza GHODS, J\u00e9r\u00f4me LAV\u00c9, Khalil MOTAGHI<\/td>\n                    <td style=\"\">Zagros, Receiver Functions, Event Relocation, Crustal Structure, Seismicity<\/td>\n                    <td style=\"\">00406-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00406-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00406-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00406-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_251\">\n                    <td style=\"\">A STUDY ON HIGH FREQUENCY DECAY PARAMETER (KAPPA) FROM VARZAGHAN-AHAR DOUBLE EARTHQUAKES, NORTHWESTERN IRAN (MW 6.5 & 6.3)<\/td>\n                    <td style=\"\">Meghdad SAMAEI, Masakatsu MIYAJIMA<\/td>\n                    <td style=\"\">Varzaghan-Ahar Double Earthquakes, High Frequency Decay Parameter, Kappa, Fourier Acceleration Spectra<\/td>\n                    <td style=\"\">00408-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00408-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00408-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00408-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00408-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_252\">\n                    <td style=\"\">ENHANCEMENT OF CONCRETE MOMENT FRAMES SEISMIC BEHAVIOR USING SMA\/ECC MATERIALS<\/td>\n                    <td style=\"\">Gholamreza GHODRATI AMIRI, Rasoul NOURBAKHSH, Ehsan DARVISHAN<\/td>\n                    <td style=\"\">Shape Memory Alloy, Engineered Cementitious Composites, Superelasticity, Concrete Frame, Nonlinear Analysis<\/td>\n                    <td style=\"\">00409-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00409-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00409-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00409-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00409-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_253\">\n                    <td style=\"\">SEISMICITY IN THE LURESTAN ARC OF SIMPLY FOLDED ZONE<\/td>\n                    <td style=\"\">Mohammadreza JAMAL-REYHANI, Abdolreza GHODS, Khalil MOTAGHI, Morteza TALEBIAN, Ling CHEN<\/td>\n                    <td style=\"\">Zagros, Lurestan Arc, Seismicity, Even Relocation, Receiver Functions<\/td>\n                    <td style=\"\">00410-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00410-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00410-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00410-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_254\">\n                    <td style=\"\">EVALUATION OF EXISTING MODELS FOR BOND CAPACITY OF NSM FRP<\/td>\n                    <td style=\"\">Kourosh NASROLLAHZADEH, Hadi SAMADZAD<\/td>\n                    <td style=\"\">Near-Surface Mounted, Bond Strength, CFRP Laminate, Pull-Out Test, Bond-Slip Curve<\/td>\n                    <td style=\"\">00412-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00412-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00412-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00412-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00412-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_255\">\n                    <td style=\"\">SEISMOTECTONICS OF WEST ALBORZ USING IRAN-CHINA SEISMIC PROFILE<\/td>\n                    <td style=\"\">Meyssam KOUHPEYMA, Morteza TALEBIAN, Abdolreza GHODS, Ling CHEN<\/td>\n                    <td style=\"\">Seimicity, West Alborz, Khazar Fault, Earthquake Location<\/td>\n                    <td style=\"\">00414-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00414-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00414-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00414-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_256\">\n                    <td style=\"\">EVALUATION OF THE EFFECTS OF MODELING UNCERTAINTIES ON THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE FRAMES<\/td>\n                    <td style=\"\">Kourosh NASROLLAHZADEH, Houman KIANI<\/td>\n                    <td style=\"\">Modeling Parameter, Uncertainty, Beam-Column, Seismic Performance, Reinforced Concrete Frame<\/td>\n                    <td style=\"\">00416-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00416-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00416-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00416-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00416-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_257\">\n                    <td style=\"\">EFFICIENCY ASSESSMENT OF SCALAR INTENSITY MEASURES IN PREDICTING ENGINEERING DEMAND PARAMETERS<\/td>\n                    <td style=\"\">Milad MOLAVI, Mohsen GHAFORY ASHTIANY, Salar ARIAN MOGHADDAM<\/td>\n                    <td style=\"\">Nonlinear Time History Analysis, Record Selection and Scaling, Intensity Measures, Engineering Demand Parameter<\/td>\n                    <td style=\"\">00417-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00417-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00417-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00417-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00417-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_258\">\n                    <td style=\"\">EFFECT OF CROSS-FRAME SPACING ON THE MODAL PROPERTIES OF CURVED BRIDGES<\/td>\n                    <td style=\"\">Saeed Reza MASSAH, Abbas GHADAMI BADERLOO<\/td>\n                    <td style=\"\">Cross-frames, Curved Bridge, Free Vibration, Modal Properties, FEM<\/td>\n                    <td style=\"\">00418-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00418-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00418-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00418-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00418-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_259\">\n                    <td style=\"\">FAULT RUPTURE PROPAGATION THROUGH ZONED EMBANKMENT DAMS<\/td>\n                    <td style=\"\">Zeinab EJLALI, Mahmood VAFAEIAN, Abbas ESLAMIHAGHIGHAT, Meysam FADAEE<\/td>\n                    <td style=\"\">Fault Rupture, Embankment Dam, Relative Compaction, Material Properties<\/td>\n                    <td style=\"\">00421-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00421-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00421-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00421-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00421-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_260\">\n                    <td style=\"\">CHARACTERISTIC EARTHQUAKE HAZARD IN TEHRAN REGION<\/td>\n                    <td style=\"\">Babak HAJIMOHAMMADI, Hamid ZAFARANI, Seyed Mostafa JALALALHOSSEINI<\/td>\n                    <td style=\"\">Characteristic Risk Analysis, Background Hazard Analysis, PSHA, Faults of Tehran<\/td>\n                    <td style=\"\">00422-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00422-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00422-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00422-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00422-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_261\">\n                    <td style=\"\">SEISMIC ASSESSMENT OF SELF-CENTERING CONCENTRICALLY BRACED STEEL FRAMES<\/td>\n                    <td style=\"\">Mohammad ATTARI, Mehdi BANAZADEH<\/td>\n                    <td style=\"\">Self-Centering, Post-Tensioning, Rocking Frame, Energy Dissipating Fuse, Annual Rate of Collapse<\/td>\n                    <td style=\"\">00424-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00424-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00424-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00424-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_262\">\n                    <td style=\"\">DESIGN AND IMPLEMENTATION OF A SLIDING MODE CONTROLLER FOR A SEISMIC SHAKE TABLE<\/td>\n                    <td style=\"\">Mehdi SOLEYMANI, Bahador GHANBARI SINI<\/td>\n                    <td style=\"\">Shake Table, Uncertainty, Sliding Mode Control, Robustness<\/td>\n                    <td style=\"\">00425-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00425-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00425-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00425-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00425-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_263\">\n                    <td style=\"\">DESIGN AND IMPLEMENTATION OF AN AMD SLIDING MODE CONTROLLER BASED ON A REDUCED MODEL<\/td>\n                    <td style=\"\">Mehdi SOLEYMANI, Hasan Ali BAHRAMI<\/td>\n                    <td style=\"\">Sliding Mode Control, Active Mass Damper, Reduced Model, Image Processing, Shake Table Test<\/td>\n                    <td style=\"\">00426-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00426-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00426-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00426-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00426-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_264\">\n                    <td style=\"\">CORRELATION OF DEFORMATION DEMANDS WITH STRONG GROUND MOTION ARAMETERS FOR RECENT EARTHQUAKES OF IRAN<\/td>\n                    <td style=\"\">Reza SHARBATI, Hamidreza RAMAZI<\/td>\n                    <td style=\"\">Strong Ground Motions, Forward Directivity, Intensity Measures, Time History Analysis, Maximum Interstory Drift<\/td>\n                    <td style=\"\">00428-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00428-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00428-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00428-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00428-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_265\">\n                    <td style=\"\">DETERMINATION OF PERFORATED INFILL PLATE ON STEEL PLATE SHEAR WALL`S BEHAVIOR<\/td>\n                    <td style=\"\">Farzan KHALEDI, Mehdi PARVINI<\/td>\n                    <td style=\"\">SPSW, Perforated, Infill Plate, Hysteresis Loops, ABAQUS<\/td>\n                    <td style=\"\">00429-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00429-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00429-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00429-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_266\">\n                    <td style=\"\">EVALUATION OF SEISMIC RESPONSE OF TALL BUILDINGS WITH FRAMED TUBE SKELETONS IN HIGH SEISMIC AREAS<\/td>\n                    <td style=\"\">Masoud AZHDARIFAR, Afshin MESHKAT-DINI, Abdolreza S. MOGHADAM<\/td>\n                    <td style=\"\">Non Linear Dynamics, Steel Skeleton, Framed Tube, Strong Ground Motion, Velocity Pulse<\/td>\n                    <td style=\"\">00430-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00430-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00430-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00430-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00430-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_267\">\n                    <td style=\"\">COMPARATIVE STUDY OF SEISMIC BEHAVIOUR OF DIFFERENT KINDS OF CANTILEVER RETAINING WALL<\/td>\n                    <td style=\"\">Mohsen BEYTI, Hamid TAVANAEIFAR, Amir Hoshang AKHAVEISSY<\/td>\n                    <td style=\"\">Gravity Walls, Earthquakes, Numerical Analysis, Limit Design<\/td>\n                    <td style=\"\">00431-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00431-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00431-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00431-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_268\">\n                    <td style=\"\">COMPARING NONLINEAR TIME HYSTORY AND NONLINEAR STATIC ANALYSIS OF RC STRUCTURES WITH VERTICAL MASS IRREGULARITY<\/td>\n                    <td style=\"\">Mohammad Mehdi ERFANI, Mahdi GORZIN, Hossein TAJMIR RIAHI<\/td>\n                    <td style=\"\">Irregularity, RC Structures, Seismic Behavior, Time History Analysis, Nonlinear Behavior<\/td>\n                    <td style=\"\">00435-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00435-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00435-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00435-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00435-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_269\">\n                    <td style=\"\">COMPARING RESPONSE MODIFICATION FACTORS OF T-SHAPE RESISTANT FRAME WITH ECCENTRICALLY BRACED FRAME<\/td>\n                    <td style=\"\">Mostafa GHASSEMI, Mahdi GORZIN, Hossein TAJMIR RIAHI<\/td>\n                    <td style=\"\">T-Shape Resistant Frame, Eccentrically Braced Frame, Response Modification Factor, Over Strength Factor, Ductility Factor<\/td>\n                    <td style=\"\">00437-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00437-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00437-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00437-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00437-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_270\">\n                    <td style=\"\">EVALUATION OF DISPLACEMENT AMPLIFICATION FACTOR FOR ECCENTRICALLY BRACED STEEL FRAMES<\/td>\n                    <td style=\"\">Rasul SAEI, Mehdi POURSHA<\/td>\n                    <td style=\"\">Eccentrically Braced Frame, Displacement Amplification Factor, Pushover Analysis<\/td>\n                    <td style=\"\">00439-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00439-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00439-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00439-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00439-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_271\">\n                    <td style=\"\">SEISMIC RESPONSE SIMULATION AND SLIDING INSTABILITY EVALUATION OF UNBONDED FIBER-REINFORCED ISOLATORS<\/td>\n                    <td style=\"\">Behrang EHSANI, Hamid TOOPCHI-NEZHAD<\/td>\n                    <td style=\"\">Seismic Isolator, Fiber-Reinforced Elastomeric Isolator, Unbonded Application, Rollover Deformation, Dynamic Analysis<\/td>\n                    <td style=\"\">00440-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00440-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00440-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00440-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00440-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_272\">\n                    <td style=\"\">STRUCTURE SPECIFIC GROUND MOTION SELECTION: PROS, CONS AND FUTURE DIRECTIONS<\/td>\n                    <td style=\"\">Mohsen GHAFORY ASHTIANY, Salar ARIAN MOGHADDAM<\/td>\n                    <td style=\"\">Time-History Analysis, Ground Motion Selection, Pros and Cons<\/td>\n                    <td style=\"\">00441-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00441-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00441-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00441-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00441-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_273\">\n                    <td style=\"\">ASSESSMENT OF THE RELATIONSHIP- SOCIAL CAPITAL PREPAREDNESS OF SIRJAN HOUSEHOLDES TO EARTHQUAKE<\/td>\n                    <td style=\"\">Mahmood GHADIRY, Salehe HOSSEINI, Soghra SHAHRBABAKI, Zohreh NAZARI<\/td>\n                    <td style=\"\">Earthquake Preparation, Social Capital, Vulnerability, Sirjan City<\/td>\n                    <td style=\"\">00442-PC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00442-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00442-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00442-PC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00442-PC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_274\">\n                    <td style=\"\">COMPARING NONLINEAR BEHAVIOR OF TRF AND EBF LATERAL RESISTANT SYSTEMS UNDER CYCLIC LOADING<\/td>\n                    <td style=\"\">Mahdi GORZIN, Mostafa GHASSEMI, Hossein TAJMIR RIAHI<\/td>\n                    <td style=\"\">T-Shape Resistant Frame, Eccentrically Braced Frame, Cyclic Behaviour, Nonlinear, Energy Dissipation<\/td>\n                    <td style=\"\">00443-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00443-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00443-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00443-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00443-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_275\">\n                    <td style=\"\">CALCULATION OF QS IN NW IRAN<\/td>\n                    <td style=\"\">Tayebeh HEYDARI, Farhad SOBOUTI, Khalil MOTAGHI<\/td>\n                    <td style=\"\">Quality Factor, Shear Wave, Attenuation, Site Effect<\/td>\n                    <td style=\"\">00444-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00444-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00444-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00444-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00444-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_276\">\n                    <td style=\"\">EVALUATION OF THE EFFICIENCY OF GROUND MOTION SELECTION METHODS IN ASSESSMENT OF THE SEISMIC DEMANDS WITH SIGNIFICANT HIGHER MODE EFFECTS<\/td>\n                    <td style=\"\">Salar ARIAN MOGHADDAM, Mohsen GHAFORY-ASHTIANY<\/td>\n                    <td style=\"\">Time-History Analysis, Ground Motion Selection, Higher Modes<\/td>\n                    <td style=\"\">00446-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00446-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00446-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00446-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00446-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_277\">\n                    <td style=\"\">INVESTIGATING EFFECTIVE PARAMETERS ON SEISMIC BEHAVIOR OF RC BEAM -COLUMN JOINTS<\/td>\n                    <td style=\"\">Mohammad Ghasem VETR, Mohammad FOROUGHI, Narges TOFIGHI MOHAMMADI<\/td>\n                    <td style=\"\">Concrete Connections, Seismic Behavior, Finite Element Analysis, Load Cyclic<\/td>\n                    <td style=\"\">00447-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00447-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00447-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00447-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_278\">\n                    <td style=\"\">SEISMIC ASSESSMENT OF BASE-ISOLATED BUILDINGS UNDER THE EFFECT OF NEAR-FAULT EARTHQUAKES<\/td>\n                    <td style=\"\">Sepideh HASELI, Mehdi POURSHA<\/td>\n                    <td style=\"\">Base Isolation, Near-Fault Earthquake, Pushover Analysis, Fling-Step Effect, Forward-Directivity Effect<\/td>\n                    <td style=\"\">00448-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00448-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00448-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00448-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00448-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_279\">\n                    <td style=\"\">COMBINATION OF GLOBAL AND LOCAL GPS VELOCITY FIELDS USING LEAST SQUARES METHOD IN THE REGION OF IRAN<\/td>\n                    <td style=\"\">Asghar RASTBOOD<\/td>\n                    <td style=\"\">GPS Velocity Fields, Euler Pole, Reference Frame, Geophysical Models, Least Squares<\/td>\n                    <td style=\"\">00450-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00450-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00450-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00450-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_280\">\n                    <td style=\"\">RAPID ESTIMATION OF FRAGILITY CURVES USING ENDURANCE TIME METHOD<\/td>\n                    <td style=\"\">Ali SAADAIE JAHROMI, Mahdi GORZIN, Hossein TAJMIR RIAHI<\/td>\n                    <td style=\"\">Fragility Curve, Endurance Time Method, Multi Strip Analysis, Response Distribution<\/td>\n                    <td style=\"\">00451-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00451-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00451-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00451-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00451-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_281\">\n                    <td style=\"\">SENSITIVITY ANALYSIS OF COULOMB STRESS CHANGE DUE TO VARIABILITY IN MAINSHOCK SOURCE MODELS AND RECEIVING FAULT PARAMETERS: A CASE STUDY USING THE 2003 MW 6.5 BAM EARTHQUAKE<\/td>\n                    <td style=\"\">Asghar RASTBOOD<\/td>\n                    <td style=\"\">Static Stress Triggering, Sensitivity Analysis, Coulomb Stress Change<\/td>\n                    <td style=\"\">00452-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00452-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00452-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00452-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_282\">\n                    <td style=\"\">PERFORMANCE ASSESSMENT OF ISOLATED STRUCTURES WITH ADDED DAMPING<\/td>\n                    <td style=\"\">Hossein PARVINI SANI, Mehdi BANAZADEH, Majid GHOLHAKI<\/td>\n                    <td style=\"\">Performance Assessment, Seismic Isolation, Added Damping, Limit States<\/td>\n                    <td style=\"\">00453-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00453-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00453-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00453-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00453-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_283\">\n                    <td style=\"\">TECHNICAL CONSIDERATIONS IN DEVELOPING THE FIRST EMRGENCY OPERATION CENTER (EOC) OF IRAN IN TEHRAN<\/td>\n                    <td style=\"\">Maziar HOSSEINI, Kambod AMINI HOSSEINI<\/td>\n                    <td style=\"\">Tehran, Earthquake, EOC, Damage Estimation<\/td>\n                    <td style=\"\">00454-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00454-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00454-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00454-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00454-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_284\">\n                    <td style=\"\">RAPID WEB-BASED SEISMIC RISK ANALYSIS OF BUILDINGS<\/td>\n                    <td style=\"\">Amin GHASEMI, Mojtaba MAHSULI<\/td>\n                    <td style=\"\">Seismic Risk, Risk Communication, Web, Object-Oriented Programming<\/td>\n                    <td style=\"\">00456-RL<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00456-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00456-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00456-RL.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00456-RL.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_285\">\n                    <td style=\"\">ON THE NECESSITY TO ESTABLISH LOCAL SEISMIC HAZARD MAPS FOR URBAN REGIONS<\/td>\n                    <td style=\"\">Ove T. GUDMESTAD, Abbas BARABADI<\/td>\n                    <td style=\"\">Seismic Hazard, Local Seismic Hazard Maps, Planning of New Urban Developments, Infrastructure Development and Maintenance, Protection of People<\/td>\n                    <td style=\"\">00457-RL<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00457-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00457-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00457-RL.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00457-RL.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_286\">\n                    <td style=\"\">A METHODOLOGY FOR GENERATING ANALYTICAL FRAGILITY CURVES FOR UNREINFORCED MASONRY BUILDINGS USING NON-LINEAR DYNAMIC ANALYSIS<\/td>\n                    <td style=\"\">Hamed AZIZI, Paulo B. LOUREN\u00c7O, Nuno MENDES<\/td>\n                    <td style=\"\">Unreinforced Masonry Buildings, Incremental Dynamic Analysis, Seismic Vulnerability Assessment, Fragility Curves, TreMuri Software<\/td>\n                    <td style=\"\">00459-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00459-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00459-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00459-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_287\">\n                    <td style=\"\">PREDICTION OF DUCTILE FRACTURE IN NOTCHED STEEL PLATES USING SMCS METHOD<\/td>\n                    <td style=\"\">Hassan MOGHADDAM, Rojin GHANDRIZ, Ali RAHIMZADEH<\/td>\n                    <td style=\"\">Fracture, Ductile Crack Initiation, Plastic Strain, Void Growth, Piezoelectric Sensor, SMCS<\/td>\n                    <td style=\"\">00460-SI<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00460-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00460-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00460-SI.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00460-SI.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_288\">\n                    <td style=\"\">LANDSLIDE HAZARD ZONATION OF THE TEHRAN METROPOLIS<\/td>\n                    <td style=\"\">Seyed Majid SEYEDI MORAD, Mohammad Reza MAHDAVIFAR, Parham MEMARIAN, Mohamad HOSEIN ZADE<\/td>\n                    <td style=\"\">Landslide, CAMEL, AHP, Information Value, Tehran<\/td>\n                    <td style=\"\">00462-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00462-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00462-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00462-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00462-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_289\">\n                    <td style=\"\">EVALUATION OF ACTIVE TECTONIC OF SOHREIN FAULT USING MORPHOMETERY AND MAGNETOMETERY<\/td>\n                    <td style=\"\">Zahra ZALI, Esmaeil SHABANIAN, Farhad SOBOUTI, Ali YAZDANFAR<\/td>\n                    <td style=\"\">Zanjan, Sohrein Fault, Seismic Hazard Morphometery, Magnetometery<\/td>\n                    <td style=\"\">00465-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00465-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00465-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00465-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00465-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_290\">\n                    <td style=\"\">THE EFFECTS OF LOCAL SOIL CONDITIONS ON THE CHARACTERISTICS OF NEAR-FAULT DIRECTIVITY PULSE<\/td>\n                    <td style=\"\">Mohammad Reza GHAYAMGHAMIAN, Soheila AJAND<\/td>\n                    <td style=\"\">Near-Fault Ground Motions, Directivity Pulse, Local Soil Ampli\uf001cation, Soil Classi\uf001cations, Acceleration and Velocity Response Spectra<\/td>\n                    <td style=\"\">00467-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00467-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00467-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00467-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00467-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_291\">\n                    <td style=\"\">A NEW APPROACH TO REGIONAL EARTHQUAKE CATALOGS THAT YIELDS MINIMAL LOCATION BIAS AND WELL-CHARACTERIZED UNCERTAINTIES: APPLICATION TO THE ISPARTA ANGLE IN SOUTHWESTERN TURKEY<\/td>\n                    <td style=\"\">Ezgi KARASOZEN, Eric BERGMAN, Edwin NISSEN<\/td>\n                    <td style=\"\">Seismicity and Tectonics, Earthquake Relocation, Crustal Structure, Turkey<\/td>\n                    <td style=\"\">00469-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00469-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00469-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00469-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_292\">\n                    <td style=\"\">SEISMIC PERFORMANCE STUDY OF UNREINFORCED AND MESH REINFORCED MASONRY BUILDINGS<\/td>\n                    <td style=\"\">Shahab FOROOTAN, Sadegh DARDAEI, Hamzeh SHAKIB<\/td>\n                    <td style=\"\">Unreinforced Masonry Buildings, Seismic Behavior, Numerical Analysis, Capacity Curves<\/td>\n                    <td style=\"\">00471-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00471-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00471-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00471-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00471-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_293\">\n                    <td style=\"\">MODELING OF RECOVERY RATE OF INFRASTRUCTURE SYSTEM USING THE COVARIATE BASED MODEL<\/td>\n                    <td style=\"\">Abbas BARABADI, Ove T. GUDMESTAD, Mostafa ALIYARI<\/td>\n                    <td style=\"\">Infrastructure, Risk Management, Recovery Rate, Resilience<\/td>\n                    <td style=\"\">00472-RR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00472-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00472-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00472-RR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00472-RR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_294\">\n                    <td style=\"\">PROBABILITY OF FAILURE MODE IN RC COLUMNS USING BAYESIAN METHOD<\/td>\n                    <td style=\"\">Azad YAZDANI, Kowsar YAZDANNEJAD<\/td>\n                    <td style=\"\">Bayesian Parameter Estimation, Uncertainty, Reinforced Concrete Column, Failure Mode<\/td>\n                    <td style=\"\">00473-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00473-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00473-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00473-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00473-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_295\">\n                    <td style=\"\">SEISMIC EVALUATION OF STEEL DUAL SYSTEMS AGAINST ARTIFICIAL EARTHQUAKES<\/td>\n                    <td style=\"\">S. Mojtaba ALIAN AMIRI, Elmira SHOUSHTARI REZAVNI, Reza VAHDANI<\/td>\n                    <td style=\"\">Dual System, Chevron Braces, IDA, Artificial Accelerogram, Wavelet Transform<\/td>\n                    <td style=\"\">00474-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00474-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00474-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00474-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00474-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_296\">\n                    <td style=\"\">RARID ESTIMATION OF EPICENTARL DISTANCE USING INITIAL PORTION OF P-WAVE<\/td>\n                    <td style=\"\">Reza HEIDARI<\/td>\n                    <td style=\"\">Epicentral Distance, Alarm System, P-wave\u2019s Envelope, B Parameter<\/td>\n                    <td style=\"\">00476-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00476-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00476-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00476-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00476-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_297\">\n                    <td style=\"\">MODIFICATION OF RISK-UE INDEX USING MICROTREMORS FOR UNREINFORCED MASONRY BUILDINGS IN KERMANSHAH CITY<\/td>\n                    <td style=\"\">Sahar SADEGHI, Mahnoosh BIGLARI, Iman ASHAYERI<\/td>\n                    <td style=\"\">Microtremor, Nakamura, Risk-UE, Vulnerability, Unreinforced Masonry<\/td>\n                    <td style=\"\">00477-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00477-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00477-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00477-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00477-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_298\">\n                    <td style=\"\">PREDICTION OF THE EARTHQUAKE MOMENT MAGNITUDE BY USE OF THE MULTILAYER PERCEPTRON NEURAL NETWORK<\/td>\n                    <td style=\"\">Jamal MAHMOUDI, Masoud REZAEI, Mohammad Hossein MOHAMMADI<\/td>\n                    <td style=\"\">Multilayer Perceptron, Neural Network, Earthquake Moment Magnitude, Prediction, Training Criteria<\/td>\n                    <td style=\"\">00479-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00479-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00479-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00479-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00479-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_299\">\n                    <td style=\"\">EFFECT OF SOIL-STRUCTURE INTERACTION ON SEISMIC DEMANDS OF STRUCTURES IN DESIGN PROCEDURES<\/td>\n                    <td style=\"\">Leila KHANMOHAMMADI, Javad VASEGHI AMIRI, Mohammad Ali GHANNAD<\/td>\n                    <td style=\"\">Soil-Structure Interaction (SSI), Kinematic Interaction (KI), Inertial Interaction (II), Ductility Demand, Elastic and Inelastic Seismic Demands<\/td>\n                    <td style=\"\">00480-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00480-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00480-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00480-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00480-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_300\">\n                    <td style=\"\">EVALUATION OF COLLAPSE MARGIN FOR RC FRAMES DESIGNED BASED ON IRANIAN SEISMIC CODE<\/td>\n                    <td style=\"\">Maryam TOHIDIAN, Ali Reza MANAFPOUR<\/td>\n                    <td style=\"\">Collapse Margin Ratio (CMR), Incremental Dynamic Analyses (IDA), RC Frames, Iranian Seismic Standard<\/td>\n                    <td style=\"\">00481-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00481-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00481-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00481-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00481-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_301\">\n                    <td style=\"\">DEVELOPMENT OF OUTRIGGER CONCEPT IN SPECIAL PLATE SHEAR WALLS STRUCTURAL SYSTEMS FOR TALL BUILDINGS<\/td>\n                    <td style=\"\">Vahid KHOSHKALAM, Akbar VASSEGHI<\/td>\n                    <td style=\"\">Tall Buildings, Outrigger Elements, Special Plate Shear Wall, Performance-Based Seismic Design, Nonlinear Dynamic Analysis<\/td>\n                    <td style=\"\">00483-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00483-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00483-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00483-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00483-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_302\">\n                    <td style=\"\">COMPARISON OF DUAL SCALING WITH AMPLITUDE SCALING OF EARTHQUAKE RECORDS FOR TIME HISTORY ANALYSIS<\/td>\n                    <td style=\"\">Farzaneh HAMEDI, J. Enrique MARTINEZ-RUEDA<\/td>\n                    <td style=\"\">Earthquake Ground Motion, Amplitude-Scaling, Time-Scaling, Seismic Intensity, Housner Intensity<\/td>\n                    <td style=\"\">00484-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00484-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00484-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00484-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00484-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_303\">\n                    <td style=\"\">ANALYTICAL STUDY ON THE SEISMIC RESPONSE OF BASE ISOLATION SYSTEM<\/td>\n                    <td style=\"\">Gholamreza ABDOLLAHZADE, Elahe FAGHANI AHANGARI<\/td>\n                    <td style=\"\">Base Isolation, Friction Pendulum System, Time History Analysis, Seismic Response, Steel Frame Building<\/td>\n                    <td style=\"\">00485-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00485-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00485-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00485-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00485-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_304\">\n                    <td style=\"\">CAN THE EXTRACTED LOW-FREQUENCY PULSES PREDICT THE SEISMIC RESPONSE OF STRUCTURES?<\/td>\n                    <td style=\"\">Salar ARIAN MOGHADDAM, Gholamreza GHODRATI AMIRI<\/td>\n                    <td style=\"\">Near-Fault, Velocity Pulses, Seismic Response<\/td>\n                    <td style=\"\">00486-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00486-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00486-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00486-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00486-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_305\">\n                    <td style=\"\">FREQUENCY CONTENTS OF STRONG MOTIONS FROM ROMANIAN SUBCRUSTAL EARTHQUAKES<\/td>\n                    <td style=\"\">Dan LUNGU, Florin PAVEL, Radu VACAREANU<\/td>\n                    <td style=\"\">Frequency Content Indicators, Response Spectra, Dynamic Ampli\uf001cation Factor<\/td>\n                    <td style=\"\">00488-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00488-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00488-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00488-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00488-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_306\">\n                    <td style=\"\">MAJOR HISTORICAL EARTHQUAKES IN ROMANIA AND CONTEMPORARY SEISMIC RISK MANAGEMENT ACTIVITIES<\/td>\n                    <td style=\"\">Cristian NEAGU, Dan LUNGU, Cristian ARION<\/td>\n                    <td style=\"\">Risk Management, Seismic Losses, Building Typology<\/td>\n                    <td style=\"\">00490-CH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00490-CH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00490-CH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00490-CH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00490-CH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_307\">\n                    <td style=\"\">RELIABILITY ASSESSMENT ON FLEXURAL DESIGN OF FRP-RC BEAMS TAKING INTO ACCOUNT EARTHQUAKE LOAD COMBINATIONS<\/td>\n                    <td style=\"\">Kourosh NASROLLAHZADEH, Reza AGHAMOHAMMADI<\/td>\n                    <td style=\"\">FRP, Reliability, Beam, Flexural Capacity<\/td>\n                    <td style=\"\">00492-CR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00492-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00492-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00492-CR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00492-CR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_308\">\n                    <td style=\"\">PERFORMANCE OF IMPORTANT BUILDINGS IN THE 2012 VARZAGHAN-AHAR EARTHQUAKE<\/td>\n                    <td style=\"\">Tariq MAHDI<\/td>\n                    <td style=\"\">Important Buildings, Varzaghan-Ahar Earthquake, Seismic Codes, Architectural Elements, Non-Structural Components<\/td>\n                    <td style=\"\">00493-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00493-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00493-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00493-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00493-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_309\">\n                    <td style=\"\">EFFECTS OF ADDING A SURFACE SOIL LAYER ON THE SEISMIC RESPONSE OF THE SITE<\/td>\n                    <td style=\"\">Majid MOHAMMADI, Ahmad HASSANI, Mohamad Ali MORADI<\/td>\n                    <td style=\"\">Soil Layer, Response Spectrum, Shear Wave Velocity, PGA Ratio, Weak Layer<\/td>\n                    <td style=\"\">00494-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00494-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00494-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00494-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00494-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_310\">\n                    <td style=\"\">SPATIAL ANALYSIS OF SOCIO-ECONOMIC VULNERABILITY OF BOJNORD CITY TO EARTHQUAKES USING SPATIAL MULTI-CRITERIA MODEL IN GIS<\/td>\n                    <td style=\"\">Mahmood GHADIRY, Zohreh NAZARI, Soghra SHAHRBABAKI, Salehe HOSSEINI<\/td>\n                    <td style=\"\">Bojnord City, Earthquake, Vulnerability, Socio-Spatial Differences<\/td>\n                    <td style=\"\">00495-CC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00495-CC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00495-CC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00495-CC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00495-CC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_311\">\n                    <td style=\"\">FORECAST APPROXIMATE RELATIONS RS-\u03bc-\u03a4S-\u03a4B FOR SEISMICALLY ISOLATED STRUCTURES VIA USING ARTIFICIAL BEE COLONY ALGORITHM AND REGRESSION MODEL<\/td>\n                    <td style=\"\">Ahmad Reza MIRBOD, Hossein TAJMIR RIAHI, Maryam DAEI<\/td>\n                    <td style=\"\">Seismic Isolation System, Super Structure, Ductility, Metaheuristic Algorithm, Regression Model<\/td>\n                    <td style=\"\">00496-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00496-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00496-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00496-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00496-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_312\">\n                    <td style=\"\">SHAKE TABLE TESTS ON THE STEEL FLUID STORAGE TANK MODELS<\/td>\n                    <td style=\"\">Naghdali HOSSEINZADEH, Mojtaba KAYPOUR SANGSARI, Hamid TAVAKOLIAN FERDOSIEH<\/td>\n                    <td style=\"\">Storage Tanks, Impulsive Mode, Convective Mode, Shaking Table, Sloshing Amplitudes<\/td>\n                    <td style=\"\">00497-EM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00497-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00497-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00497-EM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00497-EM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_313\">\n                    <td style=\"\">LOCAL BODY WAVE TOMOGRAPHY IN NW IRAN<\/td>\n                    <td style=\"\">Farzam FEIZAGHAEE, Khalil MOTAGHI, Mohammad TATAR, Ali MORADI<\/td>\n                    <td style=\"\">Local Earthquake Tomography, North Tabriz Fault (NTF), SIMULPS14<\/td>\n                    <td style=\"\">00501-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00501-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00501-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00501-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00501-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_314\">\n                    <td style=\"\">LITHOSPHERIC STRUCTURE OF NORTH ZAGROS USING JOINT INVERSION OF RECEIVER FUNCTION AND SURFACE WAVE DISPERSION<\/td>\n                    <td style=\"\">Forogh KALVANDI, Khalil MOTAGHI<\/td>\n                    <td style=\"\">Joint Inversion, Receiver Function, Phase Velocity Dispersion, Zagros, Continental Collision<\/td>\n                    <td style=\"\">00502-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00502-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00502-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00502-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00502-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_315\">\n                    <td style=\"\">THE MECHANICAL INTERACTION AMONG LARGE EARTHQUAKES IN NW IRAN<\/td>\n                    <td style=\"\">Asghar RASTBOOD<\/td>\n                    <td style=\"\">Large Earthquake, Static Stress Triggering, Mechanical Interaction, Coulomb Stress Change<\/td>\n                    <td style=\"\">00503-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00503-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00503-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00503-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_316\">\n                    <td style=\"\">RETROFITTING USING BASE ISOLATION: EXPERIENCE IN RECONSTRUCTION AFTER THE 2009 L\u2019AQUILA EARTHQUAKE IN ITALY<\/td>\n                    <td style=\"\">Marco MEZZI, Paolo PETRELLA<\/td>\n                    <td style=\"\">Seismic Retrofitting, Base Isolation, L\u2019aquila Earthquake, R\/C Buildings<\/td>\n                    <td style=\"\">00506-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00506-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00506-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00506-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_317\">\n                    <td style=\"\">APPLICATIONS OF BASE ISOLATION TO HERITAGE BUILDINGS AFTER THE 2009 L\u2019AQUILA EARTHQUAKE<\/td>\n                    <td style=\"\">Marco MEZZI, Riccardo VETTURINI<\/td>\n                    <td style=\"\">Heritage Buildings, Seismic Retrofitting, Base Isolation, L\u2019Aquila Earthquake<\/td>\n                    <td style=\"\">00507-RH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00507-RH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00507-RH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00507-RH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_318\">\n                    <td style=\"\">DAM-FOUNDATION INTERACTION ANALYSIS USING DECOUPLED EQUATIONS METHOD<\/td>\n                    <td style=\"\">Amin GHAZANFARI TEHRAN, Naser KHAJI<\/td>\n                    <td style=\"\">Dam-Foundation Interaction, Decoupled Equations Method, Clenshaw-Curtis Numerical Integration<\/td>\n                    <td style=\"\">00509-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00509-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00509-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00509-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00509-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_319\">\n                    <td style=\"\">EXPERIMENTAL INVESTIGATION OF PERFORATING MASONRY BRICK WALLS IN CENTER CORE REHABILITATION METHOD; DEVELOPMENT OF TECHNIQUES AND EQUIPMENT<\/td>\n                    <td style=\"\">Mohammad Amir SHERAFATI, Ali Reza MAHDIZADEH<\/td>\n                    <td style=\"\">Center Core Retrofitting, Brick Masonry Buildings, Boring Brick Walls<\/td>\n                    <td style=\"\">00511-EM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00511-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00511-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00511-EM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00511-EM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_320\">\n                    <td style=\"\">ADDITION OF CONCRETE SHEAR WALLS; A TYPICAL RETROFITTING METHOD FOR MASONRY BUILDINGS<\/td>\n                    <td style=\"\">Mohammad Amir SHERAFATI<\/td>\n                    <td style=\"\">Shear Wall, Typical Retrofitting, Masonry Buildings<\/td>\n                    <td style=\"\">00513-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00513-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00513-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00513-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00513-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_321\">\n                    <td style=\"\">SEISMIC ANALYSIS OF CONCRETE RECTANGULAR CONTAINERS ISOLATED BY DIFFERENT ISOLATION SYSTEMS<\/td>\n                    <td style=\"\">Mohammad Hussein AGHASHIRI, Shamsedin HASHEMI<\/td>\n                    <td style=\"\">Rectangular Containers, Seismic Analysis, Base Isolation, Hydrodynamic Pressure<\/td>\n                    <td style=\"\">00514-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00514-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00514-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00514-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00514-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_322\">\n                    <td style=\"\">EVALUATION OF EXISTING TECHNIQUES ON STRUCTURAL HEALTH MONITORING OF BRIDGES<\/td>\n                    <td style=\"\">Amir EZZODIN, Hosein NADERPOUR, Ali KHEYRODDIN<\/td>\n                    <td style=\"\">Structural Health Monitoring, Damage Detection, Bridges, Wavelet Transform<\/td>\n                    <td style=\"\">00515-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00515-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00515-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00515-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00515-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_323\">\n                    <td style=\"\">ESTIMATION OF SEISMIC RISK IN TEHRAN METROPOLITAN<\/td>\n                    <td style=\"\">Meghdad HAJIBABAEE, Kambod AMINI HOSSEINI, Mohammad Reza GHAYAMGHAMIAN <\/td>\n                    <td style=\"\">Seismic Risk Index, Physical Risk, Socio-Economic Risk, Response Capacity, Tehran<\/td>\n                    <td style=\"\">00517-CH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00517-CH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00517-CH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00517-CH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00517-CH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_324\">\n                    <td style=\"\">NEW MAGNITUDE SCALING RELATION FOR EARLY WARNING IN TEHRAN<\/td>\n                    <td style=\"\">Mohammad SASANI, Mohammad Reza GHAYAMGHAMIAN, Anooshiravan ANSARI<\/td>\n                    <td style=\"\">Earthquake Early Warning, Magnitude Estimation, Alborz Region, Dominant Ground Motion Period<\/td>\n                    <td style=\"\">00518-RR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00518-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00518-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00518-RR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00518-RR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_325\">\n                    <td style=\"\">THE EFFECTS OF NEAR-FIELD AND FAR-FIELD MULTIPLE EARTHQUAKES ON SINGLE STORY RC FRAMES<\/td>\n                    <td style=\"\">Ali Reza MANAFPOUR, Parisa KAMRANI MOGHADDAM<\/td>\n                    <td style=\"\">Fragility Curves, Multiple Earthquakes, Incremental Dynamic Analysis<\/td>\n                    <td style=\"\">00519-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00519-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00519-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00519-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00519-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_326\">\n                    <td style=\"\">THE EFFECT OF DIFFERENT PARAMETERS ON A SINGLE INVARIANT LATERAL FORCE DISTRIBUTION TO CONSIDER THE HIGHER MODES EFFECT IN A PUSHOVER PROCEDURE<\/td>\n                    <td style=\"\">Mohamad Amin AMINI, Mehdi POURSHA, Hiva PIRSAHEB<\/td>\n                    <td style=\"\">Enhanced Lateral Force Distribution, Higher Modes Effect, Tall Buildings<\/td>\n                    <td style=\"\">00520-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00520-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00520-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00520-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00520-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_327\">\n                    <td style=\"\">SEISMIC SAFETY ASSESSMENT OF ADOBE VAULTED ARCHITECTURE IN IRAN<\/td>\n                    <td style=\"\">Neda HAJI SADEGHI, Daniel V. OLIVEIRA, Mariana CORREIA, Hamed AZIZI<\/td>\n                    <td style=\"\">Adobe Vaults, Seismic Assessment, Limit Analysis<\/td>\n                    <td style=\"\">00522-RH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00522-RH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00522-RH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00522-RH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00522-RH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_328\">\n                    <td style=\"\">CRUSTAL GEOMETRY AND TRASNSITION ZONE BOUNDARIES BENEATH IRAN<\/td>\n                    <td style=\"\">Khalil MOTAGHI, Esmaeil SHABANIAN, Mohammad TATAR<\/td>\n                    <td style=\"\">P Receiver Function, Zagros, MZT, Crust, Transition Zone<\/td>\n                    <td style=\"\">00523-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00523-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00523-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00523-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00523-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_329\">\n                    <td style=\"\">HIGH RESOLUTION IMAGE OF UPPERMOST MANTLE BENEATH ZAGROS CONTINENTAL COLLISION<\/td>\n                    <td style=\"\">Khalil MOTAGHI, Abdolreza GHODS, Farhad SOBOUTI, Morteza TALEBIAN, Ling CHEN, Ming Ming JIANG, He YUMEI, Yinshuang AI<\/td>\n                    <td style=\"\">Teleseismic Tomography, Ach Method, Zagros, Continental Collision<\/td>\n                    <td style=\"\">00524-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00524-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00524-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00524-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00524-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_330\">\n                    <td style=\"\">EFFECT OF SHEAR DEFORMATION ON THE FUNDAMENTAL FREQUENCIES OF COMPOSITE LAMINATES IN DIFFERENT THICKNESS<\/td>\n                    <td style=\"\">Abolfazl ARABZADEH, Rouhollah HIZAJI<\/td>\n                    <td style=\"\">Composite, Laminate, Fundamental Frequency, Mode Shape<\/td>\n                    <td style=\"\">00525-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00525-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00525-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00525-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00525-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_331\">\n                    <td style=\"\">ANAR: A NEW INSIGHT INTO EARLY WARNING SYSTEM FOR DECLINING THE DELAY<\/td>\n                    <td style=\"\">Ali RIAHI, Mahdi NAVAZANDEH, Majid SEDARATY<\/td>\n                    <td style=\"\">Earthquake Early Warning System, Network Management, Minimize the Delay, Noisy Station, Modified Filterpicker Algorithm<\/td>\n                    <td style=\"\">00527-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00527-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00527-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00527-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00527-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_332\">\n                    <td style=\"\">THE EFFECT OF STRUCTURAL STEEL PARAMETER AND QUALITY OF CONSTRUCTION UNCERTAINTIES ON SEISMIC PERFORMANCE OF A SPECIAL MOMENT RESISTING FRAME<\/td>\n                    <td style=\"\">Behrouz ASGARIAN, Moein MOAYERI<\/td>\n                    <td style=\"\">Structural Steel Uncertainty, Incremental Dynamic Analysis (IDA), Performance Based Evaluation<\/td>\n                    <td style=\"\">00528-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00528-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00528-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00528-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00528-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_333\">\n                    <td style=\"\">EFFECT OF CONSTRUCTION QUALITY ON COLLAPSE PERFORMANCE MEASURES OF STEEL MOMENT-RESISTING FRAMES<\/td>\n                    <td style=\"\">Ehsan KHOJASTEHFAR, Seyed Bahram BEHESHTI AVAL<\/td>\n                    <td style=\"\">Collapse Fragility Curves, Steel Moment-Resisting Frames, Construction Quality, Fuzzy Logic<\/td>\n                    <td style=\"\">00529-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00529-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00529-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00529-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00529-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_334\">\n                    <td style=\"\">NONLINEAR BEHAVIOR OF RC FRAMES STRENGTHENED WITH STEEL GUSSET PLATES AND CURBS<\/td>\n                    <td style=\"\">Ali KHALILI, Ebrahim EMAMI, Ali KHEYRODDIN<\/td>\n                    <td style=\"\">based on the previous building codes, upgrading due to mistakes<\/td>\n                    <td style=\"\">00531-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00531-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00531-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00531-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00531-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_335\">\n                    <td style=\"\">MODAL ANALYSIS OF THE EFFECT OF APPLYING CFRP STRENGTHENING ON MASONRY WALLS<\/td>\n                    <td style=\"\">Hamidreza TARAVAT, Ernest BERNAT-MASO, Marco A. PEREZ, Lluis GIL<\/td>\n                    <td style=\"\">Masonry Walls, Non-Destructive Testing, Modal Analysis, Strengthening, CFRP<\/td>\n                    <td style=\"\">00532-RH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00532-RH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00532-RH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00532-RH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_336\">\n                    <td style=\"\">PROPOSING AN OPTIMAL CABLE CONFIGURATION FOR LALI CABLE - STAYED BRIDGE USING SEISMIC RISK ASSESSMENT<\/td>\n                    <td style=\"\">Vahid AKHOONDZADE NOGHABI, Khosrow BARGI, Hamid HEIDARY-TORKAMANI, Ali BANAYAN KERMANI<\/td>\n                    <td style=\"\">Lali Cable - Stayed Bridge, Seismic Risk Assessment, Optimal Cable Configuration, Cost \u2013 Loss \u2013 Benefit (CLB) Method, Structural Damping Ratio<\/td>\n                    <td style=\"\">00534-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00534-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00534-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00534-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00534-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_337\">\n                    <td style=\"\">IMPROVEMENT OF SEISMIC CONTROL OF CABLE - STAYED BRIDGE USING SIMULTANEOUS ANALYSIS OF COST AND LOSS<\/td>\n                    <td style=\"\">Vahid AKHOONDZADE NOGHABI, Khosrow BARGI<\/td>\n                    <td style=\"\">Mashhad Cable - Stayed Bridge, Seismic Risk Assessment, Passive Seismic Control, Bearing Device, Cost \u2013 Loss \u2013 Benefit (CLB) Method<\/td>\n                    <td style=\"\">00535-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00535-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00535-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00535-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00535-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_338\">\n                    <td style=\"\">SEISMIC EVALUATION OF RC FRAMES USING DISPLACEMENT-BASED ADAPTIVE PUSHOVER METHOD<\/td>\n                    <td style=\"\">Reza VAHDANI, Majid BITARAFAN<\/td>\n                    <td style=\"\">Adaptive Pushover, Higher Modes, Nonlinear Time History, Seismic Demands<\/td>\n                    <td style=\"\">00536-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00536-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00536-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00536-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00536-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_339\">\n                    <td style=\"\">STUDY OF PARAMETERS AFFECTING THE SEISMIC BEHAVIOR OF END PLATE MOMENT CONNECTIONS<\/td>\n                    <td style=\"\">Mohammad Ghasem VETR, Nasim KORDI, Mohammad FOROUGHI<\/td>\n                    <td style=\"\">End Plate Connection, Hysteresis Curve, Pretension Force, Panel Zone, Finite Element<\/td>\n                    <td style=\"\">00537-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00537-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00537-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00537-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_340\">\n                    <td style=\"\">STRUCTURAL MATURITY OF BLIND FAULTS IN ZAGROS FOLD AND THRUST BELT<\/td>\n                    <td style=\"\">Nayereh SABOUR, Mohammad Reza GHASSEMI, Behnam OVEISI<\/td>\n                    <td style=\"\">Structural Maturity, Near-Field Ground Motion, Zagros, Seismotectonic<\/td>\n                    <td style=\"\">00538-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00538-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00538-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00538-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00538-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_341\">\n                    <td style=\"\">BEHAVIOR OF STEEL SHEATHED CFS SHEAR WALL PANEL INFILLED STEEL FRAMES<\/td>\n                    <td style=\"\">Shirin ESMAEILI NIARI, Behzad RAFEZY, Karim ABEDI<\/td>\n                    <td style=\"\">Light Steel Frame (LSF), Cold-Formed Steel Shear Wall (CFS), Cyclic Loading, Wall-Frame Interaction, Shear Strength<\/td>\n                    <td style=\"\">00541-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00541-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00541-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00541-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_342\">\n                    <td style=\"\">AUTOMATIC TRACKING OF VICTIMS AT SACRED CONGREGATION FOR EARTHQUAKE SEISMIC REGIONS USING GPS, ZIGBEE AND GSM TECHNOLOGIES<\/td>\n                    <td style=\"\">Mohammed SHOAIB SYED, Abdul Khader JILANI SHAIK<\/td>\n                    <td style=\"\">Global Positioning System, Zigbee, Global System for Mobile Communication<\/td>\n                    <td style=\"\">00542-RR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00542-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00542-RR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00542-RR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_343\">\n                    <td style=\"\">SEISMIC VULNERABILITY ASSESSMENT OF RC SHEAR WALL-MOMENT FRAME DUAL STRUCTURAL SYSTEM CONSIDERING NEAR-FIELD EARTHQUAKES<\/td>\n                    <td style=\"\">Mahboobe FORGHANI, Mohsen TEHRANIZADEH<\/td>\n                    <td style=\"\">Wall-Frame, Incremental Dynamic Analysis, Collapse Assessment, Seismic Evaluation, Near-Field Earthquake<\/td>\n                    <td style=\"\">00543-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00543-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00543-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00543-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_344\">\n                    <td style=\"\">SHAPE MEMORY ALLOY (SMA)-BASED SUPERELASTICITY-ASSISTED SLIDER (SSS)<\/td>\n                    <td style=\"\">Peyman NARJABADIFAM<\/td>\n                    <td style=\"\">Shape Memory Alloy, Superelasticity, Sliding Bearing, Aseismic Control, Base Isolation<\/td>\n                    <td style=\"\">00544-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00544-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00544-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00544-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00544-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_345\">\n                    <td style=\"\">SELF-CENTERING CAPABILITY OF SHAPE MEMORY ALLOY (SMA)-BASED SUPERELASTICITY-ASSISTED SLIDER (SSS)<\/td>\n                    <td style=\"\">Peyman NARJABADIFAM, Davood SATTARIAN<\/td>\n                    <td style=\"\">Aseismic Isolation, Sliding Systems, Shape Memory Alloys, Superelasticity, Self-Centering<\/td>\n                    <td style=\"\">00545-CR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00545-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00545-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00545-CR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00545-CR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_346\">\n                    <td style=\"\">SITE SPECIFIC SPECTRA CONSIDERATIONS FOR HIGH-RISE BUILDINGS<\/td>\n                    <td style=\"\">Mojtaba MOOSAVI, Mohammad ETEZADI<\/td>\n                    <td style=\"\">Speci\uf001c Spectra, Site Investigations, High Rise Buildings<\/td>\n                    <td style=\"\">00546-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00546-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00546-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00546-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00546-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_347\">\n                    <td style=\"\">A REVIEW ON SONIC WAVE PROPAGATION IN ROCKS<\/td>\n                    <td style=\"\">Ziba EBRAHIMIAN<\/td>\n                    <td style=\"\">Seismic Signals, Ultrasonic Waves, Earthquake Prediction, Seismometer Frequency<\/td>\n                    <td style=\"\">00547-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00547-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00547-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00547-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00547-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_348\">\n                    <td style=\"\">ACTIVE FAULTING AT THE GOTVAND DAM SITE BASED ON SEISMIC AND GEOTECHNICAL DATA<\/td>\n                    <td style=\"\">Arash BARJASTEH<\/td>\n                    <td style=\"\">Active Faulting, Geotechnical Properties, Seismic Data, Pir-Ahmad Fault, Gotvand Dam<\/td>\n                    <td style=\"\">00548-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00548-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00548-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00548-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00548-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_349\">\n                    <td style=\"\">INTRODUCING A NEW TUNED MASS DAMPER SYSTEM<\/td>\n                    <td style=\"\">Mehrdad SADEGHZADEH NAZARI, Muneyoshi NUMADA, Kimiro MEGURO<\/td>\n                    <td style=\"\">Tuned Mass Damper, Passive Structural Control, Earthquake Excitation, Vibration Control<\/td>\n                    <td style=\"\">00549-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00549-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00549-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00549-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00549-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_350\">\n                    <td style=\"\">A NOTE ON THE SEISMIC RESPONSE PARAMETERS OF RGULAR AND BRB DIAGONAL BRACED STRUCTURAL SKELETONS IN STEEL MIDRISE BUILDINGS<\/td>\n                    <td style=\"\">Hadise ALIKAHI, Afshin MESHKAT-DINI, Abdolreza S. MOGHADAM<\/td>\n                    <td style=\"\">Medium-Rise Building, Buckling Restrained Brace, Near Field Strong Ground Motion, Braces Configuration, Seismic Design<\/td>\n                    <td style=\"\">00552-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00552-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00552-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00552-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00552-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_351\">\n                    <td style=\"\">SIZING OPTIMIZATION OF FRAME TUBE STRUCTURES SUBJECTED TO WIND INDUCED LOADING BY MINE BLAST ALGORITHM<\/td>\n                    <td style=\"\">Mohsen SHAHROUZI, Afshin MESHKAT-DINI, Ahmad AZIZI<\/td>\n                    <td style=\"\">Optimization, Meta-Heuristic, Mine Blast Algorithm, Tall Buildings, Wind Loading<\/td>\n                    <td style=\"\">00553-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00553-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00553-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00553-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00553-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_352\">\n                    <td style=\"\">BEHAVIOUR OF WOOD-JOINTS UNDER SEISMIC LOADING<\/td>\n                    <td style=\"\">Mehrab MADHOUSHI<\/td>\n                    <td style=\"\">Connections, Ductility, Earthquake, Wood Buildings<\/td>\n                    <td style=\"\">00554-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00554-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00554-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00554-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_353\">\n                    <td style=\"\">KINEMATIC INTERACTION OF STRIP EMBEDDED FOUNDATION WITH INCOMPLETE CONTACT BETWEEN SIDEWALL AND SURROUNDING SOIL<\/td>\n                    <td style=\"\">Pouran FALLAHZADEH, Hossein JAHANKHAH<\/td>\n                    <td style=\"\">Kinematic Interaction, Incomplete Contact, Response Spectrum, Numerical Analysis, Strip Foundation<\/td>\n                    <td style=\"\">00555-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00555-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00555-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00555-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00555-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_354\">\n                    <td style=\"\">BEHAVIOR OF THE SHALLOW FOUNDATIONS UNDER THE SEISMIC LOADING BY NUMERICAL METHODS<\/td>\n                    <td style=\"\">Hamed TAHERIAN, Mahdi MOLLABAGHER MAKHMALBAF, Mahmoud NIKKHAH SHAHMIRZADI, Alireza MORTEZAEI<\/td>\n                    <td style=\"\">Shallow Foundations, Seismic Load, Dynamic Bearing Capacity, Dynamic Settlement, Numerical Methods<\/td>\n                    <td style=\"\">00556-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00556-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00556-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00556-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00556-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_355\">\n                    <td style=\"\">THE EFFECT OF MULTI LAYERS OF CFRP ON LOADING CAPACITY OF STRENGTHENED REINFORCED CONCRETE BEAMS BY EBROG METHOD AND COMPARING IT USING ONE LAYER OF AFRP<\/td>\n                    <td style=\"\">Bamshad SADJADI MANIZANI, Shahriar TAVOUSI TAFRESHI, Abbas AKBARPOUR NIKGHALB<\/td>\n                    <td style=\"\">Carbon Fiber Reinforced Polymer (CFRP), Strengthening, Debonding, Externally Bonded Reinforcement on Grooves (EBROG), ABAQUS Program<\/td>\n                    <td style=\"\">00559-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00559-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00559-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00559-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00559-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_356\">\n                    <td style=\"\">PROPOSED STRATEGIES FOR DISASTER PREPAREDNESS: SILAKHOR (DARB-E-ASTANEH) EARTHQUAKE, IRAN<\/td>\n                    <td style=\"\">Yasamin O. IZADKHAH<\/td>\n                    <td style=\"\">Preparedness, Earthquakes, Iran, Silakhor, Disaster<\/td>\n                    <td style=\"\">00560-PC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00560-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00560-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00560-PC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00560-PC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_357\">\n                    <td style=\"\">AN ASSESSMENT OF PRESCHOOLERS KNOWLEDGE ON EARTHQUAKES AND A REVIEW ON EXISTING EDUCATIONAL METHODS<\/td>\n                    <td style=\"\">Yasamin O. IZADKHAH, Vida HESHMATI<\/td>\n                    <td style=\"\">Children, Earthquake and Safety, Preschoolers, Educational Methods<\/td>\n                    <td style=\"\">00561-PC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00561-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00561-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00561-PC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00561-PC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_358\">\n                    <td style=\"\">CHALLENGES IN DISTRIBUTION OF EMERGENCY RELIEF SUPPLY: CASE STUDIES OF THREE EARTHQUAKES IN IRAN<\/td>\n                    <td style=\"\">Yasamin O. IZADKHAH, KambodAMINI HOSSEINI<\/td>\n                    <td style=\"\">Supply Distribution, Iran, Earthquakes, Relief<\/td>\n                    <td style=\"\">00562-RR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00562-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00562-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00562-RR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00562-RR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_359\">\n                    <td style=\"\">MOVING TOWARD LESS UNCERTAINTY SEISMIC RISK PREDICTION USING GRANULAR COMPUTING ALGORITHM<\/td>\n                    <td style=\"\">H. S. ALINIA, M. R. DELAVAR, M. ZARE, A. MOHSENI<\/td>\n                    <td style=\"\">Data Mining, Uncertainty, Earthquake<\/td>\n                    <td style=\"\">00563-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00563-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00563-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00563-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00563-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_360\">\n                    <td style=\"\">AMBIENT NOISE RAYLEIGH WAVE TOMOGRAPHY ACROSS THE MILARD LANDSLIDE (TEHRAN-IRAN)<\/td>\n                    <td style=\"\">Mohammad Ali ZARE, Ebrahim HAGHSHENAS, Mohammad Kazem JAFARI<\/td>\n                    <td style=\"\">Ambient Noise Tomography, Rayleigh Wave, Cross Correlation, Landslide, Milard<\/td>\n                    <td style=\"\">00564-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00564-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00564-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00564-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_361\">\n                    <td style=\"\">SHEAR WAVE VELOCITY DEPOSIT ZONATION IN CITY OF BABOLSAR<\/td>\n                    <td style=\"\">Mahtab SHIRAVI, Mojtaba MOOSAVI<\/td>\n                    <td style=\"\">Earthquake, Babolsar, Zonation<\/td>\n                    <td style=\"\">00565-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00565-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00565-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00565-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00565-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_362\">\n                    <td style=\"\">EXPERIMENTAL INVESTIGATION OF FAULT RUPTURE- SOIL- STRUCTURE INTERACTION<\/td>\n                    <td style=\"\">Azadeh SALAJEGHEH, Mohammad DAVOODI, Mohammad Kazem JAFARI, Meysam FADAEE<\/td>\n                    <td style=\"\">Reverse Fault, Experimental Method, Fault Rupture- Soil-Structure Interaction, 1g Test<\/td>\n                    <td style=\"\">00566-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00566-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00566-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00566-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00566-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_363\">\n                    <td style=\"\">EFFECT OF RESIDUAL STRENGTH ON THE BEHAVIOUR OF ENERGY DISSIPATING AT STEEL-BRACED FRAME WITH LOW DAMAGE SYSTEM<\/td>\n                    <td style=\"\">Elahe TAJIK, Abdolreza S. MOGHADAM<\/td>\n                    <td style=\"\">Lateral Resisting, Rocking, Fuse, Post Tensioning Tendon, Residual Drift<\/td>\n                    <td style=\"\">00567-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00567-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00567-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00567-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00567-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_364\">\n                    <td style=\"\">SEISMIC ASSESSMENT OF SHEAR-WALLS WITH ROCKING APPROACH<\/td>\n                    <td style=\"\">Mohammad AFSHARI, Hadiseh MOHAMMADI, Abdolreza S. MOGHADAM<\/td>\n                    <td style=\"\">Foundation Uplift, RC Structural Wall, Frame Adjacent to Structural Wall, Frame Analysis<\/td>\n                    <td style=\"\">00568-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00568-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00568-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00568-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00568-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_365\">\n                    <td style=\"\">COMPARISON OF THE BEHAVIOR OF THE MASONRY INFILLED FRAMES SUBJECTED TO DISTRIBUTED AND CONCENTRATED LOADING<\/td>\n                    <td style=\"\">Majid MOHAMMADI, Kaveh FARAJI, Sayed Mohammad MOTOVALI EMAMI, Nader FANAIE<\/td>\n                    <td style=\"\">Experimental Tests, Masonry, Infilled Steel Frames, Concentrated Loading, Distributed Lateral Loading<\/td>\n                    <td style=\"\">00569-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00569-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00569-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00569-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00569-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_366\">\n                    <td style=\"\">COMPARISON OF SEISMIC RISK OF LOW RISE IMPORTANT BUILDINGS DESIGEND BY DIFFERENT EDITIONS OF IRANIAN SEISMIC CODE<\/td>\n                    <td style=\"\">Ali SAADAIE JAHROMI, Kiarash NASSERASADI<\/td>\n                    <td style=\"\">Seismic Risk, Important Buildings, Seismic Code, Fragility Function<\/td>\n                    <td style=\"\">00572-CR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00572-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00572-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00572-CR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00572-CR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_367\">\n                    <td style=\"\">SEISMIC BEHAVIOR OF SOIL-STEEL COMPOSITE BRIDGES<\/td>\n                    <td style=\"\">Hadis MOHAMMADMORADI, Akbar VASSEGHI<\/td>\n                    <td style=\"\">Soil-Steel Bridges, Finite Element Modeling, Static Pushover Analysis, Earthquake, Soil-Structure Interaction<\/td>\n                    <td style=\"\">00573-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00573-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00573-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00573-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00573-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_368\">\n                    <td style=\"\">SOURCE PARAMETERS OF THE APRIL, 16, 2013, SARAVAN IRAN GREAT EARTHQUAKE USING SPECTRA OF P AND S WAVES<\/td>\n                    <td style=\"\">Somayeh AHMADZADEH, Gholam JAVAN-DOLOEI<\/td>\n                    <td style=\"\">Source Parameters, Saravan Earthquake, Spectrum, Stress Drop, Seismic Moment<\/td>\n                    <td style=\"\">00574-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00574-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00574-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00574-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00574-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_369\">\n                    <td style=\"\">INVESTIGATION OF DIRECTIVITY EFFECT ON SITE SPECIFIC SPECTRA: A CASE STUDY OF NORTHERN COASTAL SITES OF IRAN<\/td>\n                    <td style=\"\">Reza SALEHI, Mojtaba MOOSAVI<\/td>\n                    <td style=\"\">Near Field Earthquakes, Site Speci\uf001c Spectra<\/td>\n                    <td style=\"\">00575-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00575-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00575-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00575-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00575-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_370\">\n                    <td style=\"\">EXTRACTING RAYLEIGH WAVES ELLIPTICITY CURVES IN TEHRAN BASIN: EFFECTS OF MICROTREMORS ENERGY AND CONSEQUENCES FOR VELOCITY STRUCTURE IMAGING<\/td>\n                    <td style=\"\">Mohsen FAZLAVI, C\u00e9cile CORNOU, Ebrahim HAGHSHENAS, Pierre-Yves BARD<\/td>\n                    <td style=\"\">Ellipticity, Shear Wave Velocity, Microtremors, Energy, Tehran<\/td>\n                    <td style=\"\">00576-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00576-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00576-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00576-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_371\">\n                    <td style=\"\">ASSESSMENT OF SEISMIC RESPONSE PARAMETERS OF TALL BUILDINGS WITH TUBE IN TUBE STRUCTURAL SKELETON<\/td>\n                    <td style=\"\">Saeed SAFAEE, Jafar KEYVANI, Afshin MESHKAT-DINI<\/td>\n                    <td style=\"\">Seismic Response, Tall Building, Tube in Tube Structure, Near-Field Record, Velocity Pulse<\/td>\n                    <td style=\"\">00577-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00577-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00577-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00577-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00577-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_372\">\n                    <td style=\"\">SEISMIC PERFORMANCE OF STEEL TALL BUILDINGS WITH OUTRIGGER SYSTEM IN NEAR FAULT ZONES<\/td>\n                    <td style=\"\">Mehrdad ABDI MOGHADAM, Afshin MESHKAT-DINI, Abdolreza S. MOGHADAM<\/td>\n                    <td style=\"\">Tall Building, Belt Truss, Braced Frame, Near-Field Earthquake, Non-Linear Analysis<\/td>\n                    <td style=\"\">00578-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00578-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00578-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00578-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00578-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_373\">\n                    <td style=\"\">A CONSTITUTIVE MODEL FOR SILTY SANDS<\/td>\n                    <td style=\"\">Ali LASHKARI<\/td>\n                    <td style=\"\">Fines Content, Critical State, Intergranular Void Ratio, Fines Participation, Plasticity Theory<\/td>\n                    <td style=\"\">00579-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00579-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00579-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00579-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00579-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_374\">\n                    <td style=\"\">THE EFFECT OF FOUNDATION ADJACANCY ON SEISMIC INPUT MOTIONS: THE CASE OF TWO STRIP EMBEDED FOUNDATIONS<\/td>\n                    <td style=\"\">Ali ESMAEILPOUR, Hossein JAHANKHAH<\/td>\n                    <td style=\"\">Kinematic Interaction, Adjacent Strip Foundations, Input Motion<\/td>\n                    <td style=\"\">00581-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00581-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00581-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00581-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00581-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_375\">\n                    <td style=\"\">AN ELASTOPLASTIC BOUNDING SURFACE MODEL FOR FIBROUS FINE-GRAINED SOILS<\/td>\n                    <td style=\"\">Yaser JAFARIAN, Hesam DEJALOUD<\/td>\n                    <td style=\"\">Composite Soils, Constitutive Models, Bounding Surface Plasticity, Volume Averaging Technique<\/td>\n                    <td style=\"\">00583-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00583-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00583-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00583-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00583-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_376\">\n                    <td style=\"\">LEVEL CROSSING APPROACH IN SPATIAL AND TEMPORAL DEPENDENCE IN EARTHQUAKE<\/td>\n                    <td style=\"\">Mansoor BEHTAJ, Mostafa ALLAMEH ZADEH<\/td>\n                    <td style=\"\">Stochastic Processes, Level Crossing, Earthquake<\/td>\n                    <td style=\"\">00586-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00586-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00586-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00586-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00586-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_377\">\n                    <td style=\"\">THE EFFECT OF FAULT PLANE ANGLE ON THE STRUCTURAL RESPONSE OF BURIED STEEL PIPELINE SUBJECTED TO FAULT MOVEMENT<\/td>\n                    <td style=\"\">Abdollah ROHANI HAJIAGHA, Abolfazl RIAHI NOURI, Mohammad Ghasem VETR<\/td>\n                    <td style=\"\">Pipeline, Fault Movement, ABAQUS, Interaction, Soil<\/td>\n                    <td style=\"\">00587-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00587-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00587-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00587-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00587-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_378\">\n                    <td style=\"\">SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES WITH FLUID VISCOUS DAMPER<\/td>\n                    <td style=\"\">Mehdi BANAZADEH, Ali GHANBARI, Massoud HOSSEINALI<\/td>\n                    <td style=\"\">Steel MRFs, Linear and Nonlinear Fluid Viscous Damper, Far Field Ground Motion, Incremental Dynamic Analysis (IDA), Fragility Curve<\/td>\n                    <td style=\"\">00588-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00588-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00588-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00588-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00588-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_379\">\n                    <td style=\"\">INVESTIGATION OF NEAR FIELD AND FAR FIELD EARTHQUAKES EFFECTS ON SITE SPECIFIC SPECTRA<\/td>\n                    <td style=\"\">Seyed Omid HOSSEINIAN AGHMALEKI, Mojtaba MOOSAVI<\/td>\n                    <td style=\"\">Near Field Earthquakes, Site Speci\uf001c Spectra<\/td>\n                    <td style=\"\">00590-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00590-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00590-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00590-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00590-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_380\">\n                    <td style=\"\">BEHAVIOR OF SOIL NAILED WALLS UNDER CYCLIC DYNAMIC LOADS WITH FINITE ELEMENT METHOD: CASE STUDY<\/td>\n                    <td style=\"\">Tohid TAJIK, Milad EFTEKHARMANESH, Ali GHANBARI<\/td>\n                    <td style=\"\">Harmonic Dynamic Load, Slope Stabilization, Nailing, Anchoring, Finite Element<\/td>\n                    <td style=\"\">00591-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00591-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00591-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00591-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00591-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_381\">\n                    <td style=\"\">QP, QS AND QC ATTENUATION PARAMETERS IN THE CRUST OF ALBORZ REGION, IRAN<\/td>\n                    <td style=\"\">Mohsen FARROKHI, Hossein HAMZEHLOO, Habib RAHIMI, Mostafa ALLAMEH ZADEH<\/td>\n                    <td style=\"\">Body Waves Attenuation, Coda Wave Attenuation, Coda Normalization Method, Alborz<\/td>\n                    <td style=\"\">00592-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00592-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00592-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00592-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_382\">\n                    <td style=\"\">SEISMIC ANALYSIS OF WEAKENED SLOPES REINFORCED WITH TIEBACK ANCHORS<\/td>\n                    <td style=\"\">Abolfazl RIAHI NOURI, Abdollah ROHANI HAJIAGHA, Mohammad Ghasem VETR<\/td>\n                    <td style=\"\">Seismic Stability, Slope, Tieback, Plaxis, Earthquake<\/td>\n                    <td style=\"\">00595-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00595-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00595-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00595-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00595-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_383\">\n                    <td style=\"\">SOIL-STRUCTURE INTERACTION ANALYSIS WITH NONLINEAR SUBSTRUCTURING METHOD<\/td>\n                    <td style=\"\">Behtash JAVIDSHARIFI, Hossein RAHNEMA, Sassan MOHASSEB<\/td>\n                    <td style=\"\">Soil-Structure Interaction, Substructuring, Nonlinearity, Constitutive Model, Structural Responses<\/td>\n                    <td style=\"\">00598-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00598-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00598-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00598-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00598-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_384\">\n                    <td style=\"\">A NEWLY GROWING APPROACH TO RIGOROUS MODELING OF SSI<\/td>\n                    <td style=\"\">Behtash JAVIDSHARIFI, Sassan MOHASSEB, Hossein RAHNEMA<\/td>\n                    <td style=\"\">Soil-Structure Interaction, Finite Element Model, Scaled Boundary Finite Element Method, Truncated Far-Field, Near-Field<\/td>\n                    <td style=\"\">00599-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00599-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00599-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00599-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00599-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_385\">\n                    <td style=\"\">ESTIMATION OF STRONG GROUND MOTION PARAMETERS OF INITIAL PART OF P-WAVE FOR EARLY WARNING SYSTEMS IN THE AZARBAIJAN REGION<\/td>\n                    <td style=\"\">Marziyeh AHMADI, Majid MAHOOD<\/td>\n                    <td style=\"\">Early Warning, Peak Ground Motion, Azerbaijan, On-Site Method<\/td>\n                    <td style=\"\">00600-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00600-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00600-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00600-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00600-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_386\">\n                    <td style=\"\">DETERMINATION OF LATERAL CAPACITY OF TWO-STORY-X BRACED FRAMES CONSIDERING HYSTERESIS BEHAVIOUR OF CONNECTIONS<\/td>\n                    <td style=\"\">Mehdi DEIHIM, Mohammad Reza BANAN<\/td>\n                    <td style=\"\">SCBFs, Capacity, Connections, Fracture, Nonlinear Static Analysis<\/td>\n                    <td style=\"\">00602-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00602-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00602-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00602-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00602-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_387\">\n                    <td style=\"\">OPTIMUM RETROFIT OF A 3-STORY RC FRAME CONSIDERING NONLINEAR SSI<\/td>\n                    <td style=\"\">Mahboobeh YARAHMADI, Abdol Hossein BAGHLANI, Behtash JAVIDSHARIFI<\/td>\n                    <td style=\"\">Retrofitting, Optimization, CFRP, Target Displacement, Soil-Structure Interaction<\/td>\n                    <td style=\"\">00603-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00603-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00603-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00603-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00603-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_388\">\n                    <td style=\"\">NEW APPROACH FOR SIMULTANEOUS ESTIMATION OF QS AND QC<\/td>\n                    <td style=\"\">Mohsen FARROKHI, Habib RAHIMI, Hossein HAMZEHLOO<\/td>\n                    <td style=\"\">Shear Wave Attenuation, Coda Wave Attenuation, Modified Coda Normalization Method, MCNM<\/td>\n                    <td style=\"\">00604-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00604-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00604-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00604-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_389\">\n                    <td style=\"\">CFRP-RETROFITTING OF REINFORCED CONCRETE FRAMES CONSIDERING NONLINEAR SOIL-STRUCTURE INTERACTION<\/td>\n                    <td style=\"\">Mahboobeh YARAHMADI, Abdol Hossein BAGHLANI, Behtash JAVIDSHARIFI<\/td>\n                    <td style=\"\">CFRP, Soil-Structure Interaction, Pushover Analysis, Life Safety, Retrofit<\/td>\n                    <td style=\"\">00605-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00605-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00605-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00605-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00605-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_390\">\n                    <td style=\"\">A REVIEW ON EFFECTIVENESS OF EMERGENCY TELECOMMUNICATION SYSTEMS IN IRAN<\/td>\n                    <td style=\"\">Kambod AMINI HOSSEINI, Massomeh HASSANZADEH<\/td>\n                    <td style=\"\">Earthquake, Emergency, Telecommunication, Response, Vulnerability<\/td>\n                    <td style=\"\">00606-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00606-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00606-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00606-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00606-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_391\">\n                    <td style=\"\">EARTHQUAKE AND OTHER DISASTER RISK PERCEPTIONS IN LOCAL PEOPLE OF NEPAL<\/td>\n                    <td style=\"\">Gangalal TULADHAR, Ryuichi YATABE, Ranjan Kumar DAHAL, Netra Prakash BHANDARY<\/td>\n                    <td style=\"\">DRR, Himalaya, Nepal, Disaster Awareness, Disaster Adaptation<\/td>\n                    <td style=\"\">00607-PC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00607-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00607-PC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00607-PC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_392\">\n                    <td style=\"\">DISCRIMINANT ANALYSIS OF EARTHQUAKE- INDUCED LANDSLIDES HAZARD IN NEPAL<\/td>\n                    <td style=\"\">Manita TIMILSINA, Ranjan Kumar DAHAL<\/td>\n                    <td style=\"\">Earthquake-Induced Landslide, Himalaya, Nepal, Slope Failures, Discriminant Analysis<\/td>\n                    <td style=\"\">00608-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00608-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00608-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00608-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_393\">\n                    <td style=\"\">EARTHQUAKE-INDUCED LANDSLIDES IN NEAPL<\/td>\n                    <td style=\"\">Ranjan Kumar DAHAL<\/td>\n                    <td style=\"\">Earthquake-Induced Landslide, Himalaya, Nepal, Large-Scale Landslide<\/td>\n                    <td style=\"\">00609-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00609-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00609-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00609-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_394\">\n                    <td style=\"\">CRUSTAL STRUCTURE OF THE NORTHWESTERN IRANIAN PLATEAU REVEALED BY AMBIENT NOISE TOMOGRAPHY<\/td>\n                    <td style=\"\">Ming Ming JIANG, Ling CHEN, Yinshuang AI, Yumei HE, Morteza TALEBIAN, Abdolreza GHODS, Farhad SOBOUTI, Khalil MOTAGHI<\/td>\n                    <td style=\"\">Crustal Structure, Ambient Noise Tomography, Iranian Plateau<\/td>\n                    <td style=\"\">00611-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00611-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00611-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00611-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_395\">\n                    <td style=\"\">AN INVESTIGATION ON THE EFFECT OF SLIP VELOCITY OF FAULT ON ITS PROPAGATION THROUGH SOIL<\/td>\n                    <td style=\"\">Mohammad AHMADI, Meysam FADAEE, Mohammad Kazem JAFARI<\/td>\n                    <td style=\"\">Fault Rupture, Slip Velocity, Quasi-Static Behavior, Inertial Effect<\/td>\n                    <td style=\"\">00612-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00612-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00612-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00612-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00612-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_396\">\n                    <td style=\"\">DEVELOPMENT OF FRAGILITY CURVES OF ENGINEERED CEMENTITIOUS COMPOSITES<\/td>\n                    <td style=\"\">Mohammad Hossein AHMADI, Fariborz NATEGHI, Ayoub DEHGHANI<\/td>\n                    <td style=\"\">Fragility Curves, Engineered Cementitious Composites, Reinforced Concrete Infilled Frames, Vulnerability<\/td>\n                    <td style=\"\">00614-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00614-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00614-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00614-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_397\">\n                    <td style=\"\">SEISMIC EVALUATION OF DUAL HINGE DESIGN APPROACH OF RC SHEAR WALL IN DUAL STRUCTURAL SYSTEM CONSIDERING NEAR FIELD EARTHQUAKES<\/td>\n                    <td style=\"\">Mahboobe FORGHANI, Mohsen TEHRANIZADEH<\/td>\n                    <td style=\"\">Dual System, Higher Mode Effect, Dual Plastic Hinge Design, Nonlinear Time History Analysis, Near-Field Earthquake<\/td>\n                    <td style=\"\">00617-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00617-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00617-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00617-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00617-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_398\">\n                    <td style=\"\">NONLINEAR SEISMIC ANALYSIS OF STEEL TANKS UNDER HORIZONTAL AND VERTICAL BASE EXCITATIONS<\/td>\n                    <td style=\"\">Mohammad S. SOBHAN, Fayaz R. ROFOOEI<\/td>\n                    <td style=\"\">Steel Tank, Seismic Behavior, Liquid-Structure Interaction, Buckling, Material Plasticity<\/td>\n                    <td style=\"\">00618-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00618-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00618-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00618-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00618-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_399\">\n                    <td style=\"\">DAMAGE DETECTION METHOD USING POWER SPECTRAL DENSITY FUNCTION<\/td>\n                    <td style=\"\">Fayaz R. ROFOOEI, Akbar ESFANDIARI, Maryam GHARECHAEI<\/td>\n                    <td style=\"\">System Identification, Damage Detection, Power Spectral Density, Sensitivity Equation<\/td>\n                    <td style=\"\">00620-SI<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00620-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00620-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00620-SI.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00620-SI.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_400\">\n                    <td style=\"\">GENERATING THE EQUIVALENT LINEAR SYSTEMS OF NON-LINEAR MULTI-DEGREE OF FREEDOM STEEL MOMENT RESISTING FRAMES<\/td>\n                    <td style=\"\">Fayaz R. ROFOOEI, Amir H. SHODJA, Tiam SHIRZADI<\/td>\n                    <td style=\"\">Nonlinear Behavior, Linear System, Substitute Structure, The Equivalent Stiffness Matrix, The Equivalent Damping Matrix<\/td>\n                    <td style=\"\">00621-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00621-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00621-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00621-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00621-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_401\">\n                    <td style=\"\">INVESTIGATING SEISMIC DESIGN OF PRECAST CONCRETE DIAPHRAGMS USING PERFORMANCE BASED DESIGN METHOD<\/td>\n                    <td style=\"\">Ramtin KOMEILI, Soheil MAJID ZAMANI<\/td>\n                    <td style=\"\">Diaphragm, Precast, Concrete, Seismic Design, Performance Based Design<\/td>\n                    <td style=\"\">00624-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00624-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00624-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00624-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_402\">\n                    <td style=\"\">NUMERICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE<\/td>\n                    <td style=\"\">Ardeshir NOORI KOJORIYAN, Mojtaba MOOSAVI, Salman NOORI KOJORIYAN<\/td>\n                    <td style=\"\">Reverse Fault Rupture, Lifeline, Numerical Modelling<\/td>\n                    <td style=\"\">00626-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00626-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00626-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00626-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00626-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_403\">\n                    <td style=\"\">PHYSICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE<\/td>\n                    <td style=\"\">Salman NOORI KOJORIYAN, Mojtaba MOOSAVI, Ardeshir NOORI KOJORIYAN<\/td>\n                    <td style=\"\">Reverse Fault Rupture, Lifeline, Physical Modelling<\/td>\n                    <td style=\"\">00627-LT<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00627-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00627-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00627-LT.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00627-LT.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_404\">\n                    <td style=\"\">COLLAPSE CAPACITY ASSESSMENT OF REGULAR TALL BUILDINGS UNDER PULSE LIKE NEAR FIELD GROUND MOTIONS<\/td>\n                    <td style=\"\">Ali SAFFAR, Fayaz R. ROFOOEI<\/td>\n                    <td style=\"\">Collapse Capacity, Tall Buildings, Pulse-Like Ground Motions, Forward Directivity<\/td>\n                    <td style=\"\">00629-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00629-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00629-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00629-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00629-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_405\">\n                    <td style=\"\">ACTIVE FAULT IN KHERRATA<\/td>\n                    <td style=\"\">Djamal MACHANE, Rabah BENSALEM, Hakim MOULOUEL<\/td>\n                    <td style=\"\">Fault, Earthquake, Neotectonics, Kherrata, Geophysics<\/td>\n                    <td style=\"\">00630-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00630-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00630-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00630-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00630-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_406\">\n                    <td style=\"\">ON THE PERFORMANCE OF A CONVERGENCE-BASED TIME INTEGRATION ACCELERATION TECHNIQUE IN ANALYSIS OF BRIDGES UNDER MULTIPLE-SUPPORT EXCITATION<\/td>\n                    <td style=\"\">Soheil AZAD, Aram SOROUSHIAN, Shahrokh MAALEK<\/td>\n                    <td style=\"\">Seismic Analysis, Time Integration, Bridge, Multiple-Support Excitation, Run Time<\/td>\n                    <td style=\"\">00632-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00632-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00632-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00632-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00632-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_407\">\n                    <td style=\"\">ON THE ADEQUACY OF THE STEP SIZES RECOMMENDED FOR TIME INTEGRATION IN LINEAR TRANSIENT ANALYSIS OF MID-RISE BUILDINGS<\/td>\n                    <td style=\"\">Saeed AMIRI, Ali BAIANI, Aram SOROUSHIAN<\/td>\n                    <td style=\"\">Transient Analysis, Time Integration, Linear, Step Size, Mid-Rise Buildings<\/td>\n                    <td style=\"\">00633-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00633-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00633-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00633-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00633-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_408\">\n                    <td style=\"\">APPLYING COMMUNICATIVE-PERSUASIVE THEORIES IN PROMOTING EARTHQUAKES SAFETY CULTURE<\/td>\n                    <td style=\"\">Parvaneh PISHNAMAZI<\/td>\n                    <td style=\"\">Communicative-Persuasive Theories, Earthquake Safety Culture, Attitude, Fear Appeal, Katz Functional Approach<\/td>\n                    <td style=\"\">00635-PC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00635-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00635-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00635-PC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00635-PC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_409\">\n                    <td style=\"\">INNOVATIVE FUZZY CONTROLLER FOR SEMI-ACTIVE BASE ISOLATION SYSTEMS<\/td>\n                    <td style=\"\">Saeed PIRGHOLIZADEH, Ali KEYHANI, Mohammad Mehdi FATEH<\/td>\n                    <td style=\"\">Semi-Active Base Isolation, Magneto-Rheological Damper, Fuzzy Controller, Earthquake Excitation<\/td>\n                    <td style=\"\">00636-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00636-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00636-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00636-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00636-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_410\">\n                    <td style=\"\">OPTIMAL PERFORMANCE-BASED DESIGN OF STEEL BRACED FRAMES BY PSO AND FA METAHEURISTICS<\/td>\n                    <td style=\"\">Reza KAMYAB<\/td>\n                    <td style=\"\">Performance-Based Design, Optimization, Steel Braced Frames, Metaheuristic<\/td>\n                    <td style=\"\">00637-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00637-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00637-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00637-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00637-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_411\">\n                    <td style=\"\">VELOCITY STRUCTURE IMAGING BY INVERSIONS OF RAYLEIGH WAVE ELLIPTICITY APPLICATION TO THE ARAK CITY, IRAN<\/td>\n                    <td style=\"\">Saeed SOLTANI, Ebrahim HAGHSHENAS, Mohsen FAZLAVI<\/td>\n                    <td style=\"\">Horizontal to Vertical Spectral Ratio, Time-Frequency Analysis, Random Decrement Technique, Ellipticity Curve, Shear -Wave Velocity Pro\uf001le, Arak<\/td>\n                    <td style=\"\">00638-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00638-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00638-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00638-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00638-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_412\">\n                    <td style=\"\">TRANSPORTATION NETWORK RESILIENCY AS A MEASURE OF PERFORMANCE THROUGHOUT EARTHQUAKE, A PARADIGM SHIFT<\/td>\n                    <td style=\"\">Amirpurya CHAVOSHY, Kambod AMINI HOSSEINI, Mahmoud HOSSEINI <\/td>\n                    <td style=\"\">Resiliency, Transportation Network, Earthquake, Simulation, Aimsun<\/td>\n                    <td style=\"\">00639-RL<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00639-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00639-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00639-RL.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00639-RL.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_413\">\n                    <td style=\"\">REGION SPECIFIC MAXIMUM MAGNITUDE ESTIMATION CONSIDERING THE NEW CORRELATION BETWEEN RUPTURE LENGTH AND MOMENT MAGNITUDE<\/td>\n                    <td style=\"\">Anbazhagan PANJAMANI, Ketan BAJAJ, Reddy G.R.<\/td>\n                    <td style=\"\">Regional Rupture Characteristics, Maximum Magnitude, Rupture Length, Correlation<\/td>\n                    <td style=\"\">00640-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00640-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00640-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00640-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_414\">\n                    <td style=\"\">SEISMIC RESPONSE OF 2D AND 3D SEMI-SINE SHAPED HILLS AND VALLEYS SUBJECTED TO SIMPLE INCIDENT PULSES<\/td>\n                    <td style=\"\">Makan NOORBAKHSH, Amir Mahdi HALABIAN<\/td>\n                    <td style=\"\">Topography Effects, Three-Dimensionality, Hills and Valleys, Finite Difference<\/td>\n                    <td style=\"\">00641-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00641-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00641-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00641-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00641-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_415\">\n                    <td style=\"\">SEISMIC BEHAVIOR OF DECK OF SEGMENTAL POST-TENSIONED BRIDGES UNDER VERTICAL EARTHQUAKE MOTIONS USING PUSH-OVER (DOWN AND UP) ANALYSIS<\/td>\n                    <td style=\"\">Mohammad KHANMOHAMMADI, Hossein KHARRAZI<\/td>\n                    <td style=\"\">Segmental Bridges, Post Tensioned, Residual Capacity, Push Over Analysis, Nonlinear Analysis<\/td>\n                    <td style=\"\">00642-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00642-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00642-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00642-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00642-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_416\">\n                    <td style=\"\">A SEMI ACTIVE CONTROL STRATEGY FOR SEISMIC TORSIONALLY COUPLED BUILDING STRUCTURES<\/td>\n                    <td style=\"\">Mohamad M. ZAFARANI, Amir M. HALABIAN, Saeed BEHBAHANI<\/td>\n                    <td style=\"\">Asymmetric Building, Dynamic Eccentricity,Optimal Control Strategy, Semi Active Control, MR Damper<\/td>\n                    <td style=\"\">00643-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00643-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00643-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00643-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00643-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_417\">\n                    <td style=\"\">THE GACHIN FAULT ZONE AS THE MAIN CAUSE OF THE RECENT DEFORMATIONS ON THE SEDIMENTARY COVER AND THE 2014 MAY 27 EARTHQUAKE IN THE SOUTH OF QESHM ISLAND<\/td>\n                    <td style=\"\">Zeinab DAVOODI<\/td>\n                    <td style=\"\">Gachin Fault, Recent Deformation, Sedimentary Cover, Earthquake, Qeshm Island<\/td>\n                    <td style=\"\">00644-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00644-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00644-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00644-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00644-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_418\">\n                    <td style=\"\">TECTONIC INVESTIGATION OF EARTHQUAKE REGIONAL ACCUMULATIONS IN AFGHANISTAN<\/td>\n                    <td style=\"\">Zeinab DAVOODI<\/td>\n                    <td style=\"\">Earthquake Accumulation, Seismotectonic, Badakhsan Fault, Chaman Fault, Afghanistan<\/td>\n                    <td style=\"\">00645-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00645-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00645-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00645-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00645-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_419\">\n                    <td style=\"\">EVALUATION ON THE IMPACTS OF DAMAGES TO HAZARDOUS FACILITIES IN TEHRAN BY POTENTIAL EARTHQUAKES<\/td>\n                    <td style=\"\">Alireza GHAFOURI ZARANDI, Kambod AMINI HOSSEINI, Naiereh DEHGHAN BANADAKI, Sharareh BANKI<\/td>\n                    <td style=\"\">Earthquake, Tehran, Hazardous Facility, Fire, Wind<\/td>\n                    <td style=\"\">00646-CH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00646-CH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00646-CH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00646-CH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00646-CH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_420\">\n                    <td style=\"\">A STUDY ON THE SEISMICITY PARAMETERS IN THE IRANIAN PLATEAU<\/td>\n                    <td style=\"\">Mehdi ZARE, Hamideh AMINI<\/td>\n                    <td style=\"\">Seismicity, Iran, b-Value, Seismotectonic<\/td>\n                    <td style=\"\">00648-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00648-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00648-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00648-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_421\">\n                    <td style=\"\">PROBABILISTIC SEISMIC HAZARD ZONING IN IRAN: A STATE-OF-THE-ART ON THE STUDIES DURING FOUR DECADES<\/td>\n                    <td style=\"\">Mehdi ZARE<\/td>\n                    <td style=\"\">PSHA, Seismic Hazard, Iran, Seismotectonic Provinces<\/td>\n                    <td style=\"\">00649-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00649-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00649-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00649-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_422\">\n                    <td style=\"\">EFECT OF RIGIDITY OF BEAM TO COLUMN CONNECTION IN STRENGTH AND STIFFNESS OF THE INFILL FRAME<\/td>\n                    <td style=\"\">Sayed Mohammad MOTOVALI EMAMI, Majid MOHAMMADI<\/td>\n                    <td style=\"\">Infill Wall, Steel Frame, Beam to Column Connection, Strength, Stiffness<\/td>\n                    <td style=\"\">00650-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00650-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00650-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00650-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00650-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_423\">\n                    <td style=\"\">A PROPOSAL FOR PLASTIC HINGES MODIFICATION FACTORS FOR DAMAGED STEEL MOMENT FRAME<\/td>\n                    <td style=\"\">Behrokh HOSSEINI HASHEMI, Aran NASERPOUR<\/td>\n                    <td style=\"\">Aftershock, Hysteretic Behavior, Plastic Hinge, Modification Factor, Steel Moment Frame<\/td>\n                    <td style=\"\">00654-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00654-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00654-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00654-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00654-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_424\">\n                    <td style=\"\">PERFORMANCE EVALUATION OF DAMAGED STEEL MOMENT FRAMES UNDER MAINSHOCK-AFTERSHOCK EARTHQUAKE SEQUENCES WITH CONSIDERING THE PLASTIC HINGES MODIFICATION FACTORS<\/td>\n                    <td style=\"\">Behrokh HOSSEINI HASHEMI, Aran NASERPOUR<\/td>\n                    <td style=\"\">Aftershock, Nonlinear Analysis, Plastic Hinge, Modification Factor, Steel Moment Frames<\/td>\n                    <td style=\"\">00655-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00655-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00655-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00655-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00655-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_425\">\n                    <td style=\"\">ACCELERATION RESPONSE MODIFICATION FACTORS FOR NONSTRUCTURAL  COMPONENTS DUE TO NEAR-FAULT PULSE-LIKE EARTHQUAKES<\/td>\n                    <td style=\"\">Laya ABBASI, Mohsen GHAFORY-ASHTIANY<\/td>\n                    <td style=\"\">Nonstructural Components, Floor Response Spectra, Acceleration Response Modification Factor, Near Field<\/td>\n                    <td style=\"\">00656-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00656-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00656-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00656-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_426\">\n                    <td style=\"\">EFFECTS OF SOIL-STRUCTURE INTRACTION ON THE SEISMIC RESPONSE OF EXISTING BRACED STEEL FRAMES<\/td>\n                    <td style=\"\">Alireza GARAKANI NEZHAD, Aran NASERPOUR<\/td>\n                    <td style=\"\">Soil-Structure Interaction, Braced Steel Frames, Plastic Hinge, Seismic Response, Direct Analysis<\/td>\n                    <td style=\"\">00657-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00657-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00657-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00657-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00657-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_427\">\n                    <td style=\"\">STRUCTURAL DAMAGE DETECTION USING BASIS PURSUIT AND EARTHQUAKE TIME HISTORY ANALYSIS<\/td>\n                    <td style=\"\">Saleheh GERIST, Mahmoud Reza MAHERI<\/td>\n                    <td style=\"\">Damage Detection, Basis Pursuit, Time-History Analysis, Monte Carlo<\/td>\n                    <td style=\"\">00658-SI<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00658-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00658-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00658-SI.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00658-SI.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_428\">\n                    <td style=\"\">DYNAMIC RESPONSE OF RC FRAME AFTER COLUMN FAILURE<\/td>\n                    <td style=\"\">Yurii NEMCHYNOV, Viktor POKLONSKYI, Oleg FESENKO<\/td>\n                    <td style=\"\">Nonlinear Dynamic Analysis, Progressive Collapse, Dynamic Factor, Column Failure, Plasticity<\/td>\n                    <td style=\"\">00661-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00661-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00661-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00661-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_429\">\n                    <td style=\"\">THE COMPARISON OF SEISMIC PERFORMANCE OF THE BRACES EQUIPPED WITH BRB AND RBS<\/td>\n                    <td style=\"\">Mohammad Ghasem VETR, Yaghoob Ali HAJINOORI, Mohammad RASHVAND<\/td>\n                    <td style=\"\">Retrofitting, Steel Frame, Buckling Restrained Brace (BRB), Ribbed Bracing System (RBS), Nonlinear Dynamic Analysis<\/td>\n                    <td style=\"\">00665-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00665-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00665-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00665-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00665-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_430\">\n                    <td style=\"\">EFFECT OF THE BUILDING HEIGHT ON PROGRESSIVE COLLAPSE<\/td>\n                    <td style=\"\">Majid MOHAMMADI, Bahram KORDBAGH<\/td>\n                    <td style=\"\">Progressive Collapse, Building Height, Steel Moment Resisting Frame, Alternate Path Method, Nonlinear Static Analysis<\/td>\n                    <td style=\"\">00666-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00666-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00666-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00666-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00666-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_431\">\n                    <td style=\"\">EFFECT OF THE PANEL ZONE ON PROGRESSIVE COLLAPSE<\/td>\n                    <td style=\"\">Majid MOHAMMADI, Bahram KORDBAGH<\/td>\n                    <td style=\"\">Progressive Collapse, Panel Zone, Steel Moment Resisting Frame, Krawinkler Model, OpenSees<\/td>\n                    <td style=\"\">00667-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00667-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00667-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00667-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_432\">\n                    <td style=\"\">AN INTRODUCTION OF URBAN DESIGN AS A TOOL FOR DISASTER RESILIENCE<\/td>\n                    <td style=\"\">Solmaz HOSSEINIOON<\/td>\n                    <td style=\"\">Resilience, Urban Design, Urban Resilience, Vulnerability, Disaster Risk Reduction<\/td>\n                    <td style=\"\">00668-PC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00668-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00668-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00668-PC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00668-PC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_433\">\n                    <td style=\"\">EFFECT OF THE ASSUMED DESIGNING SEISMIC COEFFICIENT ON SAFETY MARGIN AGAINST PROGRESSIVE COLLAPSE OF STEEL MOMENT RESISTING FRAME BUILDINGS<\/td>\n                    <td style=\"\">Majid MOHAMMADI, Bahram KORDBAGH<\/td>\n                    <td style=\"\">Progressive Collapse, Steel Moment Resisting Frame, Panel Zone, Connection, Safety Factor<\/td>\n                    <td style=\"\">00669-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00669-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00669-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00669-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00669-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_434\">\n                    <td style=\"\">EFFECT OF FAR FIELD EARTHQUAKES ON COLUMN AXIAL FORCE OF STEEL-BRACED FRAME WITH CONTROLLED DAMAGE<\/td>\n                    <td style=\"\">Masoomeh NARAGHI, Abdolreza S. MOGHADAM<\/td>\n                    <td style=\"\">Rocking, Column Axial Force, Replaceable Fuses, Post Tension Tendon, Far Field Earthquake<\/td>\n                    <td style=\"\">00670-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00670-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00670-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00670-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_435\">\n                    <td style=\"\">AN EXPERIMENTAL INVESTIGATION OF A RECTANGULAR TANK FREEBOARD ON THE IMPACT ROOF PRESSURE<\/td>\n                    <td style=\"\">Mohammad KABIRI, Pouya NOURAEIDANESH, Mohammad Ali GOUDARZI<\/td>\n                    <td style=\"\">Experimental Investigation, Liquid Storage Tanks, Roof Pressure, Roof Total Force<\/td>\n                    <td style=\"\">00673-EM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00673-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00673-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00673-EM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00673-EM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_436\">\n                    <td style=\"\">EXPERIMENTAL EVALUATION OF CODE PROVISIONS FOR HYDRODYNAMIC WALL PRESSURE OF A RECTANGULAR STORAGE TANK<\/td>\n                    <td style=\"\">Pouya NOURAEIDANESH, Mohammad KABIRI, Mohammad Ali GOUDARZI <\/td>\n                    <td style=\"\">Liquid Storage Tanks, Wall Pressure, Experimental Results, ACI-350 Code Results<\/td>\n                    <td style=\"\">00674-EM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00674-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00674-EM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00674-EM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00674-EM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_437\">\n                    <td style=\"\">COMPARISON OF CYCLIC AND MONOTONIC BEHAVIOURS OF LOOSE CALCAREOUSE SAND USING HOLLOW CYLINDER TORSIONAL APPARATUS<\/td>\n                    <td style=\"\">Yaser JAFARIAN, Habib SHAHNAZARI, Mohammad Amin TUTUNCHIAN, Reza REZVANI<\/td>\n                    <td style=\"\">Loose Calcareouse, Sand, Cyclic and Monotonic, Behaviour<\/td>\n                    <td style=\"\">00675-LT<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00675-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00675-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00675-LT.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00675-LT.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_438\">\n                    <td style=\"\">SLOW AND FAST CYCLIC LOADING EFFECTS ON SHEAR MODULUS AND DAMPING RATIO OF NORMALLY CONSOLIDATES UNSATURATED KAOLIN<\/td>\n                    <td style=\"\">Mohsen MOJEZI, Mohammad Kazem JAFARI, Mahnoosh BIGLARI<\/td>\n                    <td style=\"\">Unsaturated Kaolin, Shear Modulus, Damping Ratio, Cyclic Triaxial, Loading Speed<\/td>\n                    <td style=\"\">00676-LT<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00676-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00676-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00676-LT.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00676-LT.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_439\">\n                    <td style=\"\">SENSITIVITY ANALYSIS FOR THE ELLIPTICITY OF RAYLEIGH WAVES<\/td>\n                    <td style=\"\">Saeed SOLTANI, Ebrahim HAGHSHENAS, Mohsen FAZLAVI, Hossein HAMZELOO<\/td>\n                    <td style=\"\">Sensitivity Analysis, HVTFA Method, RayDec Method, Arak City, Wavelet Parameter<\/td>\n                    <td style=\"\">00677-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00677-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00677-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00677-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00677-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_440\">\n                    <td style=\"\">SEISMIC BEHAVIOR OF FIXED OFFSHORE PLATFORM DESIGNED FOR FLOAT-OVER INSTALLATION \u2013 CASE STUDY<\/td>\n                    <td style=\"\">Yusef JAVADI SINA, Akbar VASSEGHI<\/td>\n                    <td style=\"\">Earthquake, Offshore Platform, Structure, Float-Over, Nonlinear Analysis<\/td>\n                    <td style=\"\">00679-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00679-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00679-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00679-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00679-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_441\">\n                    <td style=\"\">ESTIMATION OF ECONOMIC LOSSES DUE TO EARTHQUAKE IN LIFELINE SYSTEMS<\/td>\n                    <td style=\"\">Morteza BASTAMI, Ali JAFARIFARD<\/td>\n                    <td style=\"\">Direct Loss, Indirect Loss, Output-Input, Effect Ripple, Economic<\/td>\n                    <td style=\"\">00680-CC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00680-CC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00680-CC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00680-CC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00680-CC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_442\">\n                    <td style=\"\">EARTHQUAKE ASSOCIATIONS\u2019 WEBSITES: VISIBILITY AND CO-LINKS ANALYSIS<\/td>\n                    <td style=\"\">Amir Reza ASNAFI, Maryam PAKDAMAN NAEINI<\/td>\n                    <td style=\"\">Earthquake Associations-Society-Foundation, Webometrics Analysis, Visibility, Co-Links<\/td>\n                    <td style=\"\">00681-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00681-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00681-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00681-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00681-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_443\">\n                    <td style=\"\">NONLINEAR BEHAVIOUR OF CORRODED RC COLUMNS UNDER CYCLIC LOADING<\/td>\n                    <td style=\"\">Mohammad M. KASHANI, Adam J CREWE, Nicholas A ALEXANDER, Laura N LOWES<\/td>\n                    <td style=\"\">Bridge Pier, Corrosion, Inelastic Buckling, Reinforcing Steel, Low-Cycle Fatigue<\/td>\n                    <td style=\"\">00682-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00682-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00682-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00682-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00682-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_444\">\n                    <td style=\"\">SEISMIC PERFORMANCE OF RC BUILDINGS SUBJECTED TO MAINSHOCK-AFTERSHOK SEQUENCES<\/td>\n                    <td style=\"\">Mohammad R. SALAMI, Katsu GODA, Mohammad M. KASHANI<\/td>\n                    <td style=\"\">Aftershocks, Seismic Analysis, RC Buildings, Fibre Element, Deterioration<\/td>\n                    <td style=\"\">00683-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00683-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00683-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00683-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_445\">\n                    <td style=\"\">EMERGENCY SETTLEMENT EXPERIENCES IN IRAN: LESSONS TOWARD MORE EFFICIENCY IN POST-QUAKE<\/td>\n                    <td style=\"\">Zhila POOYAN<\/td>\n                    <td style=\"\">Emergency Response, Post-Quake, Iran<\/td>\n                    <td style=\"\">00685-RR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00685-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00685-RR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00685-RR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00685-RR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_446\">\n                    <td style=\"\">VULNERABILITY ASSESSMNET AND LOCATION OF POTENTIAL EMERGENCY SHELTERS<\/td>\n                    <td style=\"\">Zhila POOYAN, Mohammad Reza GHAYAMGHAMIAN<\/td>\n                    <td style=\"\">Emergency Shelters, Potential Damages, Vulnerability, Capacity<\/td>\n                    <td style=\"\">00686-IM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00686-IM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00686-IM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00686-IM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_447\">\n                    <td style=\"\">HOW TO COMPARE THE SEISMIC PERFORMANCE OF STRUCTURES<\/td>\n                    <td style=\"\">Dimitrios VAMVATSIKOS<\/td>\n                    <td style=\"\">Seismic Performance, Nonlinear Analysis, Static, Dynamic, Capacity<\/td>\n                    <td style=\"\">00687-SI<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00687-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00687-SI.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00687-SI.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00687-SI.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_448\">\n                    <td style=\"\">SEISMIC RETROFIT OF REINFORCED CONCRETE BUILDINGS WITH T-SHAPE PLAN USING EXTERNAL STIFF STRUCTURES<\/td>\n                    <td style=\"\">Mahmood HOSSEINI, Amin RAJABLOU<\/td>\n                    <td style=\"\">Nonlinear Time History Analysis, Plastic Hinge Formation, Performance Level<\/td>\n                    <td style=\"\">00688-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00688-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00688-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00688-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00688-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_449\">\n                    <td style=\"\">PILLOW-SHAPE BASE ISOLATION SYSTEM AND ITS SEISMIC BEHAVIOR<\/td>\n                    <td style=\"\">Ali TAYARAN, Mahmood HOSSEINI<\/td>\n                    <td style=\"\">Rocking Isolator, Lagrange Equation, Runge-Kutta Method, Finite Element Analysis<\/td>\n                    <td style=\"\">00689-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00689-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00689-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00689-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00689-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_450\">\n                    <td style=\"\">PROPORTIONAL LOCATION OF BRACES TO REDUCE TORSION EFFECT AND WEIGHT OF STRUCTURES<\/td>\n                    <td style=\"\">Mohammad Ghasem VETR, Bahram KORDBAGH, Kiyanoush GHAZVINI<\/td>\n                    <td style=\"\">Earthquake, Location of Braces, SDB<\/td>\n                    <td style=\"\">00690-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00690-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00690-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00690-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00690-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_451\">\n                    <td style=\"\">A NEW CASE OF RESERVOIR TRIGGERED SEISMICITY: AZAD DAM WEST OF IRAN<\/td>\n                    <td style=\"\">Hossein HAMZEHLOO<\/td>\n                    <td style=\"\">Triggered Seismicity, Dam, Earthquake, Velocity, Stability<\/td>\n                    <td style=\"\">00691-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00691-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00691-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00691-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_452\">\n                    <td style=\"\">SIMULATION OF STRONG GROUND MOTION FOR ARAK CITY<\/td>\n                    <td style=\"\">Rahele RAHIMI, Hossein HAMZEHLOO<\/td>\n                    <td style=\"\">Simulation, Signal, Finite Fault, Subfault<\/td>\n                    <td style=\"\">00692-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00692-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00692-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00692-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_453\">\n                    <td style=\"\">THE 2012 EARTHQUAKE SWARM IN NE ARAK, IRAN<\/td>\n                    <td style=\"\">Hossein HAMZEHLOO, Rahele RAHIMI, Amene HOUSHMAND VIKI, Mohsen FAROKHI, Leila MAHSHADNIA<\/td>\n                    <td style=\"\">Earthquake Swarm, Focal Mechanism, Causative Fault<\/td>\n                    <td style=\"\">00693-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00693-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00693-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00693-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_454\">\n                    <td style=\"\">A COMPARATIVE STUDY ON ESTIMATION OF LATERAL DISPLACEMENT AT FIRST YIELDING OF MRF STRUCTURES<\/td>\n                    <td style=\"\">Saman YAGHMAEI-SABEGH, Neda HAMIDPOUR<\/td>\n                    <td style=\"\">Yield Displacement, Moment Resisting Frames, Near - Field Earthquake<\/td>\n                    <td style=\"\">00694-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00694-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00694-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00694-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00694-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_455\">\n                    <td style=\"\">EARTHQUAKE RISK MANAGEMENT USING NANOTECHNOLOGIES: A STUDY ON CENTRAL PART OF METROPOLITAN TEHRAN<\/td>\n                    <td style=\"\">Alireza GHAFOURI ZARANDI, Zhila POOYAN, Sharareh BANKI, Fereshteh KAMALPOOR<\/td>\n                    <td style=\"\">Earthquake Risk Management, Nanotechnology, Tehran City<\/td>\n                    <td style=\"\">00696-CH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00696-CH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00696-CH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00696-CH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00696-CH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_456\">\n                    <td style=\"\">THE PSEUDO-DYNAMIC ANALYSIS OF CRITICAL NON-CIRCULAR SLIP SURFACE IN EARTH SLOPES<\/td>\n                    <td style=\"\">Mohammad HAJIAZIZI<\/td>\n                    <td style=\"\">Optimization, Earth Slope, Pseudo-Dynamic, Non-Circular Slip Surface<\/td>\n                    <td style=\"\">00697-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00697-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00697-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00697-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00697-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_457\">\n                    <td style=\"\">AN INTEGRATED DESIGN FOR EARTHQUAKE ENERGY RELEASE AND FORECAST MODEL DEVELOPMENT<\/td>\n                    <td style=\"\">Pushan Kumar DUTTA, Om Prakash MISHRA, Mrinal Kanti NASKAR<\/td>\n                    <td style=\"\">Energy Release, Forecast Model, Earthquake<\/td>\n                    <td style=\"\">00698-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00698-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00698-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00698-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00698-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_458\">\n                    <td style=\"\">NUMERICAL SIMULATION AND DYNAMIC ANALYSIS OF THE CONCRETE DIAPHRAGM WALL<\/td>\n                    <td style=\"\">Vahid SADEGHI, Abdollah FATHI, Mohsen BAGHERI<\/td>\n                    <td style=\"\">Concrete Diaphragm Wall, Dynamic Analysis, Soil Type, Lateral Wall De\uf002ection, Earthquake<\/td>\n                    <td style=\"\">00699-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00699-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00699-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00699-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00699-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_459\">\n                    <td style=\"\">PERFORMANCE OF STRENGTH VERTICAL IRREGULAR STEEL BUILDINGS IN NEAR- FAULT GROUND MOTIONS<\/td>\n                    <td style=\"\">Meysam BARANDAN, Armin AZIMINEJAD<\/td>\n                    <td style=\"\">Vertical Strength Irregularity, Near Fault Earthquake, Seismic Performance<\/td>\n                    <td style=\"\">00701-CR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00701-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00701-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00701-CR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00701-CR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_460\">\n                    <td style=\"\">STUDY OF LIQUEFACTION ON BURIED PIPELINES DURING EARTHQUAKE BY CASE STUDY OF THE 2013 DASHTI EARTHQUAKE<\/td>\n                    <td style=\"\">Mohsen HABIBALAHI, Morteza BASTAMI<\/td>\n                    <td style=\"\">Liquefaction, Buried Pipelines, Lifelines, Earthquake, Finite Element Method<\/td>\n                    <td style=\"\">00703-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00703-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00703-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00703-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00703-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_461\">\n                    <td style=\"\">SEISMIC ASSESSMENT OF POLYETHYLENE PIPELINES UNDER LANDSLIDE<\/td>\n                    <td style=\"\">Yadollah DAVARI, Morteza BASTAMI<\/td>\n                    <td style=\"\">Lifelines, Water Conducting Systems, Landslide, Fragility Curve<\/td>\n                    <td style=\"\">00704-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00704-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00704-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00704-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00704-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_462\">\n                    <td style=\"\">SINGLE GRAIN OSL DATING OF MIAM QANAT SYSTEM IN NE IRAN AND SLIP RATE DETERMINATION OF DASHTEBAYAZE FAULT<\/td>\n                    <td style=\"\">Morteza FATTAHI, Richad TWALKER, Morteza TALEBIAN, Mohammad M KHATIB, Aydin AGHAZADEH, Robert A SLOAN, Vasile ERSEK<\/td>\n                    <td style=\"\">Qanat, OSL Dating, Slip Rate, Dashtebayaze, Iran<\/td>\n                    <td style=\"\">00707-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00707-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00707-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00707-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00707-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_463\">\n                    <td style=\"\">IONOSPHERIC ANOMALIES DETECTED OF SHIRAZ EARTHQUAKE USING WAVELET TRANSFORM<\/td>\n                    <td style=\"\">Farideh SABZEHEE, Mohammad Ali SHARIFI, Mehdi AKHOONDZADEH, Saeed FARZANEH<\/td>\n                    <td style=\"\">Total Electron Content, Geomagnetic Indices, Wavelet, Anomaly Detection, Shiraz Earthquake<\/td>\n                    <td style=\"\">00709-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00709-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00709-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00709-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00709-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_464\">\n                    <td style=\"\">DYNAMIC ANALYSIS OF PILED RAFT SYSTEM ON SAND USING THREE DIMENTIONAL FINITE ELEMENT METHOD<\/td>\n                    <td style=\"\">Ali GHORBANI, Afra JAMSHID NOVEIRI<\/td>\n                    <td style=\"\">Piled Raft System, Settlement, Finite Element, Sand, Dynamic Load Factor<\/td>\n                    <td style=\"\">00711-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00711-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00711-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00711-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_465\">\n                    <td style=\"\">YIELDING-CURVED-BARS & HEMISPHERE CORE ENERGY DISSIPATING DEVICE AS THE CENTRAL SUPPORT OF REPAIRABLE BUILDINGS WITH SEE-SAW MOTION<\/td>\n                    <td style=\"\">Mahmood HOSSEINI, Nooshin GHORBANI AMIRABAD<\/td>\n                    <td style=\"\">Rocking Mechanism, See-Saw Motion, Finite Element Analysis, Hysteretic Behavior<\/td>\n                    <td style=\"\">00713-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00713-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00713-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00713-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00713-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_466\">\n                    <td style=\"\">THE EFFECT OF SOIL PERMEABILITY ON THE LIQUEFACTION BEHAVIOR OF SAND SUBJECTED TO CYCLIC LOADING<\/td>\n                    <td style=\"\">Mohammad Ghasem VETR, Abolfazl RIAHI NOURI, Abdollah ROHANI HAJIAGHA<\/td>\n                    <td style=\"\">Plastic Analysis, Cyclic Load, Opensees, Permeability, Liquefaction<\/td>\n                    <td style=\"\">00714-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00714-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00714-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00714-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00714-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_467\">\n                    <td style=\"\">APPLYING VALUE ANALYSIS IN DESIGN OF ISOLATED STRUCTURES<\/td>\n                    <td style=\"\">Soheil RAMEZANI, Mansour ZIYAEIFAR<\/td>\n                    <td style=\"\">Value Analysis, Cost-Benefit Analysis, Optimal Design, Base Isolation, Performance<\/td>\n                    <td style=\"\">00715-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00715-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00715-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00715-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00715-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_468\">\n                    <td style=\"\">EXPERIMENTAL STUDIES ON A NEW VISCOUS DAMPER AND DETERMINATION OF ITS MECHANICAL PROPERTIES<\/td>\n                    <td style=\"\">Seyede Shakiba MOUSAVI, Mansour ZIYAEIFAR<\/td>\n                    <td style=\"\">Viscous Damper, Mechanical Behavior, Sinusoidal Excitation, Dissipation Devices<\/td>\n                    <td style=\"\">00716-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00716-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00716-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00716-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00716-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_469\">\n                    <td style=\"\">NUMERICAL MODELLING OF SHAKING TABLE SUBJECTED TO INTERACTION WITH SURROUNDING ENVIRONMENT<\/td>\n                    <td style=\"\">Farzaneh NABATI, Mansour ZIYAEIFAR<\/td>\n                    <td style=\"\">Shaking Table, Specimen-Table Interaction, Soil Structure Interaction<\/td>\n                    <td style=\"\">00717-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00717-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00717-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00717-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00717-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_470\">\n                    <td style=\"\">EXPERIMENTAL ANALYSIS OF GROUND VIBRATION DUE TO TAPERED PILES DRIVING<\/td>\n                    <td style=\"\">Omid TAVASOLI, Mahmoud GHAZAVI<\/td>\n                    <td style=\"\">Ground Vibration, Tapered Piles, Pile Geometry, Pile Driving, Experimental Tests<\/td>\n                    <td style=\"\">00718-LT<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00718-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00718-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00718-LT.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00718-LT.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_471\">\n                    <td style=\"\">EFFECTS OF THE MULTI-SUPPORT EXCITATION ON LINEAR RESPONSE OF ONE-STORY BUILDINGS<\/td>\n                    <td style=\"\">Majid MOHAMMADI, Mohammad Mehdi IZADI<\/td>\n                    <td style=\"\">Multi Support Excitation, One-Story Buildings, Structural Response<\/td>\n                    <td style=\"\">00721-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00721-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00721-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00721-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00721-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_472\">\n                    <td style=\"\">COMPARING THE SHEAR STIFFNESS OF CALCAREOUS AND SILICATE SANDS UNDER DYNAMIC AND CYCLIC STRAINING<\/td>\n                    <td style=\"\">Yaser JAFARIAN, Abdolhossein HADDAD, Hamed JAVDANIAN<\/td>\n                    <td style=\"\">Shear stiffness, Calcareous sand, Silicate sand, Laboratory study<\/td>\n                    <td style=\"\">00723-LT<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00723-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00723-LT.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00723-LT.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00723-LT.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_473\">\n                    <td style=\"\">DETECTION OF BUILDING DAMAGE DUE TO EARTHQUAKES FROM HIGH-RESOLUTION SAR IMAGERY<\/td>\n                    <td style=\"\">Fumio YAMAZAKI, Wen LIU<\/td>\n                    <td style=\"\">SAR, Remote Sensing, Building Damage, Exterior Wall, Layover<\/td>\n                    <td style=\"\">00724-RL<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00724-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00724-RL.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00724-RL.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_474\">\n                    <td style=\"\">SEISMIC RESPONSE OF MASS ISOLATION STRUCTUES CONNECTED WITH VISCOUS AND FRICTION DAMPERS<\/td>\n                    <td style=\"\">Seyede Shakiba MOUSAVI, Mansour ZIYAEIFAR<\/td>\n                    <td style=\"\">Viscous Damper, Friction Damper, Mass Isolation, Energy Dissipation<\/td>\n                    <td style=\"\">00725-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00725-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00725-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00725-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00725-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_475\">\n                    <td style=\"\">PROGRESSIVE COLLAPSE OF A BUILDING WITH POST-TENSIONED CONNECTION<\/td>\n                    <td style=\"\">Majid MOHAMMADI, Nahid INANLOO<\/td>\n                    <td style=\"\">Progressive Collapse, Catenary Action, Post-Tensioned, Self-Centering, Nonlinear Analysis<\/td>\n                    <td style=\"\">00726-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00726-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00726-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00726-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00726-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_476\">\n                    <td style=\"\">EFFECT OF SOIL DEPTH ON SEISMIC SITE AMPLIFICATION<\/td>\n                    <td style=\"\">Mohammad Reza SOGHRAT, Mansour ZIYAEIFAR<\/td>\n                    <td style=\"\">Site Ampli\uf001cation, Fundamental Period, Site Class, Shear Wave Velocity<\/td>\n                    <td style=\"\">00727-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00727-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00727-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00727-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00727-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_477\">\n                    <td style=\"\">THE EFFECT OF SOURCE DISTANCE IN DETERMINATION OF SITE-SPECIFIC HAZARD SPECTRUM<\/td>\n                    <td style=\"\">Mohammad Reza SOGHRAT, Mansour ZIYAEIFAR<\/td>\n                    <td style=\"\">Short Return Period, PSHA, GMPEs, Seismicity Zones<\/td>\n                    <td style=\"\">00728-SD<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00728-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00728-SD.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00728-SD.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00728-SD.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_478\">\n                    <td style=\"\">APPLICATION OF 2D SEISMIC DATA AND SEISMIC ATTRIBUTES FOR IDENTIFICATION OF HIDDEN\/BLIND FAULTS IN NATANZ AREA<\/td>\n                    <td style=\"\">Leila VALIMOHAMMADI, Mohammad MOKHTARI, Leila MAHSHADNIA<\/td>\n                    <td style=\"\">Seismic Re\uf002ection, Seismic Attributes, Blind Faults, Natanz Field, Seismic Section<\/td>\n                    <td style=\"\">00729-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00729-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00729-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00729-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00729-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_479\">\n                    <td style=\"\">ON THE POISSON DISTRIBUTION OF THE IRANIAN DE-CLUSTERED EARTHQUAKE CATALOGUE<\/td>\n                    <td style=\"\">Sepideh KARIMIPARIDARI, Mehdi ZARE, Hossein MEMARIAN<\/td>\n                    <td style=\"\">Earthquake Catalogue, Iran, Poisson Distribution<\/td>\n                    <td style=\"\">00731-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00731-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00731-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00731-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_480\">\n                    <td style=\"\">NUMERICAL ANALYSIS OF FLEXIBLE SHALLOW FOUNDATIONS SUBJECTED TO NORMAL FAULT RUPTURE<\/td>\n                    <td style=\"\">Mohammad DAVOODI, Majid HASHEMI, Mohammad Kazem JAFARI<\/td>\n                    <td style=\"\">Fault Rupture, Shallow Foundation, Numerical Analysis, Concrete Damage Plasticity, ABAQUS<\/td>\n                    <td style=\"\">00733-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00733-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00733-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00733-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00733-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_481\">\n                    <td style=\"\">A GENERAL PRACTICAL PROCEDURE FOR A RECENTLY PROPOSED SEISMIC ANALYSIS COMPUTATIONAL COST REDUCTION TECHNIQUE<\/td>\n                    <td style=\"\">Aram SOROUSHIAN<\/td>\n                    <td style=\"\">Transient Analysis, Strong Ground Motions, Accuracy, Computational Cost, Convergence<\/td>\n                    <td style=\"\">00734-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00734-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00734-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00734-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_482\">\n                    <td style=\"\">EFFECT OF VERTICAL MOTION OF NEAR-FAULT EVENTS ON SDOF SYSTEMS EQUIPPED BY SLIDING BEARINGS<\/td>\n                    <td style=\"\">Afshin KALANTARI, Seyyed Amirhossein MOAYYEDI<\/td>\n                    <td style=\"\">Sliding Bearing, Friction Pendulum System, Time History Analysis, Vertical Motion<\/td>\n                    <td style=\"\">00735-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00735-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00735-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00735-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00735-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_483\">\n                    <td style=\"\">IMPROVING PLASTIC THEORY BASED FORMULA FOR ULTIMATE STERNGTHS OF INFILLED FRAMES<\/td>\n                    <td style=\"\">Majid MOHAMMADI, Seyyed Amirhossein MOAYYEDI<\/td>\n                    <td style=\"\">Infill, Ultimate Strength, Plastic Theory, Liauw, Correction Factor<\/td>\n                    <td style=\"\">00736-SV<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00736-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00736-SV.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00736-SV.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00736-SV.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_484\">\n                    <td style=\"\">INVESTIGATION OF THE BRIDGE\u2019S DESIGN CODES THROUGH NEAR FAULT\u2019S EARTHQUAKES<\/td>\n                    <td style=\"\">Mirhasan MOOSAVI, Mansour ZYIAEEFAR, Javad MOKARI RAHMDEL<\/td>\n                    <td style=\"\">Vertical Component, Seismic Design, Design Codes, Loads, Earthquake<\/td>\n                    <td style=\"\">00737-CR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00737-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00737-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00737-CR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00737-CR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_485\">\n                    <td style=\"\">SEISMIC RETROFIT OF HISTORICAL AND EXISTING BUILDINGS<\/td>\n                    <td style=\"\">Salim CHEMALY<\/td>\n                    <td style=\"\"> Earthquake Engineering, Retrofit, Old and New Buildings, Saves Lives, Easy to Use<\/td>\n                    <td style=\"\">00739-RH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00739-RH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00739-RH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00739-RH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00739-RH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_486\">\n                    <td style=\"\">INVESTIGATION OF DETERIORATION BEHAVIOR OF HYSTERETIC LOOPS IN NONLINEAR STATIC ANALYSIS FOR SCMR FRAMES WITH SHEAR WALLS<\/td>\n                    <td style=\"\">Salman R. DEHKORDI, Abdolreza S. MOGHADAM<\/td>\n                    <td style=\"\">Deterioration Behavior, Nonlinear Static Analysis, Special Concrete Moment Resisting Frame (SCMRF), Shear Wall, Target Displacement<\/td>\n                    <td style=\"\">00740-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00740-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00740-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00740-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00740-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_487\">\n                    <td style=\"\">STUDY OF LITHOSPHERE STRUCTURE FROM ANALYSES OF VELOCITY DISPERSION CURVES IN THE ZAGROS<\/td>\n                    <td style=\"\">Ehsan MORADIAN BAJESTANI, Marjan MOBASHERI<\/td>\n                    <td style=\"\">Lithosphere Structure, Dispersion Curve, Group Velocity, Surface Wave, Zagros Zone<\/td>\n                    <td style=\"\">00741-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00741-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00741-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00741-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00741-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_488\">\n                    <td style=\"\">AN ARTIFICIAL NEURAL NETWORK TO PREDICT EARTHQUAKE IN SOME PARTS OF HORMOZGAN PROVINCE<\/td>\n                    <td style=\"\">Mohammad KAVEI, Razagh HAFEZI, Mahtab SHABANI<\/td>\n                    <td style=\"\">Hormozgan Province, Earthquake Prediction, Arti\uf001cial Neural Network, Seismic Risk<\/td>\n                    <td style=\"\">00746-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00746-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00746-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00746-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00746-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_489\">\n                    <td style=\"\">SEISMIC STRENGTHENING OF SMALL SCALE PLAIN CONCRETE COLUMNS WITH NEW HYBRID STEEL-FRP JACKETS<\/td>\n                    <td style=\"\">Mohammad Reza NOORI SHIRAZI, Hassan AFSHIN, Karim ABEDI<\/td>\n                    <td style=\"\">Seismic Retrofitting, Hybrid Steel-FRP Confinement, Particle Image Velocimetry (PIV), Flexural Strength, Energy Dissipation<\/td>\n                    <td style=\"\">00748-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00748-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00748-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00748-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00748-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_490\">\n                    <td style=\"\">PRE-SEISMIC ASSESSING HAZARD: EXAMPLES OF NORTHERN ALGERIA<\/td>\n                    <td style=\"\">Sahra AOURARI<\/td>\n                    <td style=\"\">Remote Sensing, Historical Seismicity, Seismotectonic Zonation, North Algeria<\/td>\n                    <td style=\"\">00750-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00750-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00750-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00750-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_491\">\n                    <td style=\"\">THE GEOLOGICAL EVIDENCES ASSOCIATED TO BOUMERDES EARTHQUAKE IN ALGIERS AREA<\/td>\n                    <td style=\"\">Nadia SIDI SAID<\/td>\n                    <td style=\"\">Earthquake, Boumerdes, Reverse Fault, Tectonic, Miocene<\/td>\n                    <td style=\"\">00751-SP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00751-SP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00751-SP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00751-SP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_492\">\n                    <td style=\"\">THE BOUGUIRAT EARTHQUAKE (MOSTAGANEM 05\/22\/2014) NORTHWESTERN OF ALGERIA<\/td>\n                    <td style=\"\">Mohamed Amine BOUKHEDIMI<\/td>\n                    <td style=\"\">Bouguirat, Legouatine, Dahra, Anticlinal Fold, Blind Fault, Intensity, Magnitude, Topographic Site Effect<\/td>\n                    <td style=\"\">00752-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00752-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00752-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00752-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_493\">\n                    <td style=\"\">ANALOGY OF RIGID BLOCK ROCKING PHENOMENON UNDER GROUND MOTIONS RELATED TO DIFFERENT SOIL TYPES<\/td>\n                    <td style=\"\">Sajjad MOHAMMADI MASHMIYANI, Hossein JAHANKHAH<\/td>\n                    <td style=\"\">Rigid block, Uplifting, Overturning<\/td>\n                    <td style=\"\">00753-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00753-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00753-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00753-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_494\">\n                    <td style=\"\">LESSONS LEARNED FROM ELE STUDIES IN EARTHQUAKE-PRONE DEVELOPING COUNTRIES<\/td>\n                    <td style=\"\">Dominik H. LANG, Abdelghani MESLEM, Sergio MOLINA<\/td>\n                    <td style=\"\">Earthquake ELE, Developing Countries<\/td>\n                    <td style=\"\">00757-RL<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00757-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00757-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00757-RL.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00757-RL.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_495\">\n                    <td style=\"\">THE SELENA\u2013RISE OPEN RISK PACKAGE \u2013 TOWARDS THE NEXT GENERATION OF ELE SOFTWARE<\/td>\n                    <td style=\"\">Sergio MOLINA, Dominik H. LANG, Abdelghani MESLEM<\/td>\n                    <td style=\"\">SELENA, Open Risk Package, ELE<\/td>\n                    <td style=\"\">00758-RL<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00758-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00758-RL.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00758-RL.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_496\">\n                    <td style=\"\">SELECTING BUILDING VULNERABILITY FUNCTIONS FOR EARTHQUAKE LOSS ESTIMATION STUDIES<\/td>\n                    <td style=\"\">Abdelghani MESLEM, Dominik H. LANG, Sergio MOLINA, Dina D\u2019AYALA<\/td>\n                    <td style=\"\">Vulnerability Function, Earthquake, Loss Estimation<\/td>\n                    <td style=\"\">00759-RL<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00759-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00759-RL.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00759-RL.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00759-RL.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_497\">\n                    <td style=\"\">PROBABILISTIC SEISMIC HAZARD (PSHA): AN INVESTIGATION INTO A GPS BASED ALTERNATIVE<\/td>\n                    <td style=\"\">Conrad D. LINDHOLM, Hilmar BUNGUM<\/td>\n                    <td style=\"\">PSHA, GPS Based Strain, Historical Release<\/td>\n                    <td style=\"\">00760-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00760-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00760-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00760-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_498\">\n                    <td style=\"\">RELATIONS BETWEEN LIQUEFACTION RESISTANCE AND SHEAR WAVE VELOCITY AS AFFECTED BY AGING OF SAND DEPOSITS<\/td>\n                    <td style=\"\">Roozbeh SAFAEIAN AMOLY, Kenji ISHIHARA, Huriye BILSEL<\/td>\n                    <td style=\"\">Aging Effect, Liquefaction Resistance, Shear Wave Velocity, Cyclic Yield Strain<\/td>\n                    <td style=\"\">00761-GH<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00761-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00761-GH.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00761-GH.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00761-GH.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_499\">\n                    <td style=\"\">EVALUATION OF ADAPTIVE PUSHOVER METHODS IN STRUCTURES WITH VERTICAL STRENGTH IRREGULARITIES<\/td>\n                    <td style=\"\">Arian KHANEDANI, Armin AZIMINEJAD, Abdolreza S. MOGHADAM<\/td>\n                    <td style=\"\">Adaptive Pushover, Irregular in Height, Weak Storey, Nonlinear Analysis, Moment Frame<\/td>\n                    <td style=\"\">00762-DA<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00762-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00762-DA.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00762-DA.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00762-DA.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_500\">\n                    <td style=\"\">REASSESSMENT OF FIFTY YEARS OF SEISMICITY IN SIMAV-GEDIZ GRABENS (WESTERN TURKEY), BASED ON CALIBRATED EARTHQUAKE RELOCATIONS<\/td>\n                    <td style=\"\">Ezgi KARASOZEN, Edwin NISSEN, Eric BERGMAN<\/td>\n                    <td style=\"\">Seismicity And Tectonics, Earthquake Relocation, Interferometry, Normal Faults<\/td>\n                    <td style=\"\">00764-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00764-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00764-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00764-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00764-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_501\">\n                    <td style=\"\">HYBRID PRECAST CONCRETE SOLID SHEAR WALLS FOR SEISMIC REGIONS<\/td>\n                    <td style=\"\">Fahime SHAHPOURI, Abbas Ali TASNIMI<\/td>\n                    <td style=\"\">Post-Tensioned Concrete, Hybrid Walls, Nonlinear Behavior, Gap Opening, Self Centering<\/td>\n                    <td style=\"\">00765-SR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00765-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00765-SR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00765-SR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00765-SR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_502\">\n                    <td style=\"\">EVALUATING BEHAVIOUR OF KINDERGARTEN TEACHERS IN CASE OF EARTHQUAKE: CASE STUDY OF TEHRAN KINDERGARTENS<\/td>\n                    <td style=\"\">Farrokh PARSIZADEH, Fatemeh NADERMOHAMMAD<\/td>\n                    <td style=\"\">Behavior, Earthquake and Safety, Kindergarten Teachers, Knowledge, Awareness<\/td>\n                    <td style=\"\">00766-PC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00766-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00766-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00766-PC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00766-PC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_503\">\n                    <td style=\"\">PREDICTION OF EARTHQUAKE IN IRAN USING ISL AND IAP INSTRUMENT OF DEMETER SATELLITE<\/td>\n                    <td style=\"\">Mahmoud SHARZEHEI, Mohammad-Ali MASNADI-SHRAZI, Shapoor GOLBAHAR-HAGHIGHI<\/td>\n                    <td style=\"\">Earthquake, Prediction, Precursor, Ionosphere, Statistical Hypothesis Testing<\/td>\n                    <td style=\"\">00767-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00767-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00767-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00767-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_504\">\n                    <td style=\"\">EFFECTS OF THE CYCLIC LOADING FREQUENCY AND RATE OF SHEARING ON THE INPUT SOIL PARAMETERS FOR SEISMIC SITE RESPONSE ANALYSES<\/td>\n                    <td style=\"\">Mladen VUCETIC<\/td>\n                    <td style=\"\">Soil, Cyclic Loading, Shear Modulus, Damping, Frequency<\/td>\n                    <td style=\"\">00768-SE<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00768-SE.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00768-SE.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00768-SE.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_505\">\n                    <td style=\"\">EVALUATION AND INCIDENCE OF THE SITE-EFFECTS ON THE LOCAL SEISMIC HAZARD ASSESSMENT FOR THE CHACAO CHANNEL BRIDGE, CHILE<\/td>\n                    <td style=\"\">Galo VALDEBENITO, Luis COLLARTE, David ALVARADO, Mat\u00edas VALENZUELA, Marcelo MARQUEZ<\/td>\n                    <td style=\"\">Earthquake, Site Effects, Chacao Channel Bridge<\/td>\n                    <td style=\"\">00769-ES<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00769-ES.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00769-ES.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00769-ES.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_506\">\n                    <td style=\"\">SPATIAL VARIABILITY OF NEAR-SOURCE SEISMIC GROUND MOTION WITH RESPECT TO DIFFERENT DISTANCE METRICS, WITH SPECIAL EMPHASIS ON MAY 29 2012 PO PLAIN EARTHQUAKE, ITALY<\/td>\n                    <td style=\"\">Kiana HASHEMI, Ilario MAZZIERI, Roberto PAOLUCCI, Chiara SMERZINI<\/td>\n                    <td style=\"\">Spatial Variability, Emilia-Romagna Earthquake, Distance Metrics, Near-Source Ground Motion<\/td>\n                    <td style=\"\">00770-SM<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00770-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00770-SM.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00770-SM.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00770-SM.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_507\">\n                    <td style=\"\">NECESSITY OF THE APPROACH TO THE SIMPLIFIED SEISMIC REHABILITATION OF ORDINARY BUILDINGS<\/td>\n                    <td style=\"\">Maziar HOSSEINI, Mansour NAVIRIAN, Abdolreza AMINAEI-CHATRODI<\/td>\n                    <td style=\"\">Simplified Seismic Rehabilitation, Ordinary Buildings<\/td>\n                    <td style=\"\">00771-CR<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00771-CR.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00771-CR.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00771-CR.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_508\">\n                    <td style=\"\">SPECIFICITY OF THE SEISMIC RISK ASSESSMENT IN MOUNTAIN AREAS (TAJIKISTAN LIKE EXAMPLE)<\/td>\n                    <td style=\"\">Anatoly ISCHUK<\/td>\n                    <td style=\"\">Seismic Risk, Tajikistan, Mountain Area, Landslide<\/td>\n                    <td style=\"\">00772-SN<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00772-SN.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00772-SN.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00772-SN.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_509\">\n                    <td style=\"\">SEISMIC PROTECTION OF BRIDGES IN THE WORLD AND IN IRAN: THE BASE ISOLATION AND ENERGY DISSIPATION APPROACHES<\/td>\n                    <td style=\"\">Maria Gabriella CASTELLANO, Alberto DUSI, Samuele INFANTI<\/td>\n                    <td style=\"\">Seismic Protection, Passive Control, Infrastructures<\/td>\n                    <td style=\"\">00773-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00773-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00773-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00773-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_510\">\n                    <td style=\"\">SEISMIC ASSESSMENT AND RETROFIT OF BUILDINGS THROUGH BASE ISOLATION AND ENERGY DISSIPATION: EXAMPLES IN ITALY AND IN IRAN<\/td>\n                    <td style=\"\">Maria Gabriella CASTELLANO, Alberto DUSI, Samuele INFANTI<\/td>\n                    <td style=\"\">Seismic Retrofit, Base Isolation, Energy Dissipation<\/td>\n                    <td style=\"\">00774-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00774-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00774-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00774-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_511\">\n                    <td style=\"\">BASE ISOLATION OF HOSPITALS AND OTHER CRITICALLY IMPORTANT STRUCTURES<\/td>\n                    <td style=\"\">Alberto DUSI, Maria Gabriella CASTELLANO, Samuele INFANTI<\/td>\n                    <td style=\"\">Base Isolation, Seismic Performance, Strategic Structures<\/td>\n                    <td style=\"\">00775-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00775-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00775-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00775-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_512\">\n                    <td style=\"\">SEISMIC PROTECTION OF THREE RECENTLY CONSTRUCTED BUILDINGS BY SEISMIC ISOLATION WITH SLIDING ISOLATION PENDULUM DEVICES<\/td>\n                    <td style=\"\">Renzo MEDEOT, Raad HAMOOD, Haleh NASSIRIAN<\/td>\n                    <td style=\"\">SIP, Isolator, MSM\uf8e8, Friction Pendulum, Energy Dissipating<\/td>\n                    <td style=\"\">00776-SC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00776-SC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00776-SC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00776-SC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_513\">\n                    <td style=\"\">DOES THE COMMUNITY HEAR TSUNAMI EARLY WARNINGS?<\/td>\n                    <td style=\"\">Ghazala NAEEM, Mohammad Naseer AHMED, Abdullah USMAN<\/td>\n                    <td style=\"\">Pakistan\u2019s Coastal Belt, Coastal Hazards, Early Warning, Dissemination, Evacuation<\/td>\n                    <td style=\"\">00777-PC<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00777-PC.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00777-PC.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00777-PC.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_514\">\n                    <td style=\"\">AN OVERVIEW OF EARTHQUAKE FORECASTING IN CALIFORNIA<\/td>\n                    <td style=\"\">Thomas H. JORDAN<\/td>\n                    <td style=\"\">Keynote Lectures<\/td>\n                    <td style=\"\">00778-EP<\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00778-EP.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/00778-EP.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-00778-EP.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_515\">\n                    <td style=\"\">ACCURACY EVALUATION OF ADAPTIVE PUSHOVER METHOD BASED ON FACTOR MODAL COMBINATION RULE IN THE ESTIMATION OF IRREGULAR STRUCTURE RESPONSE<\/td>\n                    <td style=\"\">Alireza TAJIK DAVOODI, Reza ABBASNIA, Mohammad Mahdi MADDAH<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">001-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-001-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/001-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-001-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_516\">\n                    <td style=\"\">SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES RETROFITTED BY PRESTRESSED STEEL STRIPS <\/td>\n                    <td style=\"\">Hassan MOGHADDAM, Reza TAGHIZADEH, Javad GHODRATI YEGJEH<\/td>\n                    <td style=\"\">Prestressed, Steel Strip, Seismic Behavior, Retrofit, Pushover Analysis<\/td>\n                    <td style=\"\">003-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-003-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/003-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-003-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_517\">\n                    <td style=\"\">REVIEW OF RING -BAFFLE PRESSURE DISTRIBUTION PROCEDURES IN VERTICAL SYLINDRICAL TANKS<\/td>\n                    <td style=\"\">Morteza MOEINI, Naghdali HOSSEIN ZADEH<\/td>\n                    <td style=\"\">Ring baffle, Pressure Distribution, Storage Tanks, Liquid Velocity, Liquid Amplitude<\/td>\n                    <td style=\"\">004-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-004-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/004-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-004-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_518\">\n                    <td style=\"\">SIMULATING OF THE STRONG MOTIONS FOR THE 16 APRIL,2013 SARAVAN EARTHQUAKE, BASED ON STOCHASTIC FINITE-FAULT METHOD<\/td>\n                    <td style=\"\">Nahid SALARI, Reza HEIDARI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">005-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-005-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/005-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-005-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_519\">\n                    <td style=\"\">COMPARISON OF SITE RESPONSE ANALYSIS BY LINEAR AND EQUIVALENT LINEAR METHODS CASE STUDY - TREASURE ISLAND<\/td>\n                    <td style=\"\">Mohammad Ali MORADI, Yaser JAFARIAN<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">006-G<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-006-G.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/006-G.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-006-G.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_520\">\n                    <td style=\"\">EFFECT OF CANYON SHAPED TOPOGRAPHIC FEATURES ON SOIL LIQUEFACTION POTENTIA<\/td>\n                    <td style=\"\">Hamid ALIELAHI, Mahdi NAGHILOO<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">007-G<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-007-G.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/007-G.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-007-G.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_521\">\n                    <td style=\"\">MITIGATION OF SEISMIC RESPONSE OF SLOPE-TYPE  OPOGRAPHIES USING SEISMIC ISOLATION <\/td>\n                    <td style=\"\">Hamid ALIELAHI, Mehrdad KALHOR<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">008-G<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-008-G.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/008-G.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-008-G.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_522\">\n                    <td style=\"\">NON-LINEAR STUDY OF BASE SHEAR AND MOMENT OF COMPOSITE COLUMNS<\/td>\n                    <td style=\"\">Amir Parviz KHOSRAVI AMIRI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">009-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-009-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/009-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-009-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_523\">\n                    <td style=\"\">INVESTIGATION OF THE EFFECT OF BASE SHEAR COEFFICIENT ON LIFE CYCLE COSTS OF STEEL MOMENT FRAMES<\/td>\n                    <td style=\"\">Behnam BEHESHTIAN, Homayoon STEKANCHI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">010-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-010-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/010-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-010-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_524\">\n                    <td style=\"\">ASSESSMENT PROGRESSIVE COLLAPSE IN CONCRETE STRUCTURES<\/td>\n                    <td style=\"\">Reza ESMAEIL ABADI, Hamidreza ZOHERH VAND, Mohammad AFZALI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">011-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-011-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/011-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-011-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_525\">\n                    <td style=\"\">STUDY THE DYNAMIC RESPONSE OF A REINFORCED CONCRETE STRUCTURE DESIGNED  IN ACCORDANCE WITH THE TERMS OF THE EXPLOSION SEISMIC LOAD<\/td>\n                    <td style=\"\">Reza ESMAEIL ABADI, Fariborz HAMIDI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">012-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-012-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/012-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-012-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_526\">\n                    <td style=\"\">DESIGN CONCEPT OF RETROFITTED RC BEAM-COLUMN JOINTS BY  PRESTRESSED JOINT ENLARGEMENT<\/td>\n                    <td style=\"\">Jalil SHAFAEI, Abdollah HOSSEINI, Mohammad Sadegh MAREFAT<\/td>\n                    <td style=\"\">RC  Beam-Column  Joint,  Seismic  trofitting,  Prestressed  Joint  Enlargement,  Strut  And  Tie  Model, Non-Seismic Detailing<\/td>\n                    <td style=\"\">013-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-013-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/013-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-013-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_527\">\n                    <td style=\"\">EVALUATION OF WALL THICKNESS EFFECTS ON SEISMIC BEHAVIOR OF ABOVEGROUND CYLINDRICAL ANCHORED AND UNANCHORED STEEL TANKS<\/td>\n                    <td style=\"\">Seyed Mahdi HASHEMI SAHI, Seyed Sadegh NASER ALAVI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">015-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-015-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/015-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-015-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_528\">\n                    <td style=\"\">SEISMIC PERFORMANCE COMPARISON OF MID-RISE MOMENT RESISTING FRAME AND SHEAR WALL SYSTEM<\/td>\n                    <td style=\"\">Hassan MOGHADDAM, Mojtaba HARATI<\/td>\n                    <td style=\"\">Moment Resisting Frame (Mrf), RC Shear Wall, Performance Based Design<\/td>\n                    <td style=\"\">016-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-016-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/016-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-016-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_529\">\n                    <td style=\"\">SEISMIC EVALUATION OF PRECAST CONCRETE BUILDING WITH LARGE PANEL<\/td>\n                    <td style=\"\">Mohsen TEHRANIZADEH, Narges MOHAGHEGH HAZRATI<\/td>\n                    <td style=\"\">Prefabricated  Concrete  Buildings,  Large  Panel, Connections,  Nonlinear  Dynamic  Analysis, Performance Evaluation<\/td>\n                    <td style=\"\">017-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-017-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/017-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-017-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_530\">\n                    <td style=\"\">MODELING AND INVESTIGATION OF THE SEISMIC BEHAVIOR OF PRECAST CONNECTIONS FOR RC MOMENT FRAMES<\/td>\n                    <td style=\"\">Samira SAGHI, Hashem SHARIATMADAR<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">018-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-018-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/018-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-018-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_531\">\n                    <td style=\"\">EVALUATING THE EFFECT OF TWO AND THREE- COMPONENT EXCITATION OF EARTHQUAKE ON IRREGULAR BRIDGE RESPONSE ACCORDING TO 139 AND 463 IRANIAN CODES-A CASE STUDY<\/td>\n                    <td style=\"\">Saman MANSOURI, Sasan MANSOURI, Amin NAZARI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">019-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-019-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/019-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-019-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_532\">\n                    <td style=\"\">INVESTIGATING THE ADEQUACY OF IRANIAN SEISMIC FOR DESIGN OF STEEL STRUCTURES NEAR- FAULT AREA CASE STUDY: AHAR AND VARZEGHAN CITIES OF EAST AZARBAIJAN <\/td>\n                    <td style=\"\">Mohammad Bagher SAEEDI NEJAD, Mohammad Ghaseem VETR TEMIJANI<\/td>\n                    <td style=\"\">Regulation No.2800,Near-Fault Area, Base Shear Coefficient, Pushover Analysis, Risk Analysis<\/td>\n                    <td style=\"\">020-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-020-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/020-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-020-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_533\">\n                    <td style=\"\">NUMERICAL SIMULATION OF CONTAINER SHAPE EFFECTS ON SEISMIC BEHAVIOR OF TLDS<\/td>\n                    <td style=\"\">Seyed Mahdi ZAHRAI, Siroos KAKAOUEI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">021-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-021-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/021-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-021-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_534\">\n                    <td style=\"\">INVESTIGATING THE PROBABILISTIC WARNING TIMES FOR THE EARTHQUAKE EARLY WARNING SYSTEM (EEWS) ON THE NORTH TABRIZ FAULT<\/td>\n                    <td style=\"\">Homeira KARIMI VAHED, Reza HEIDARI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">022-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-022-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/022-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-022-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_535\">\n                    <td style=\"\">BEHAVIOR OF GEOCELL REINFORCED  SAND FOUNDATION SYSTEMS  UNDER CYCLIC LOADING<\/td>\n                    <td style=\"\">Mohsen KARGAR, Seyed Majdedin MIRMOHAMMAD HOSSEINI, Mahmood Reza MOHAMMADI<\/td>\n                    <td style=\"\">Geocell, Bearing Capacity, Settlement, Cyclic Loading, Physical Model<\/td>\n                    <td style=\"\">023-G<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-023-G.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/023-G.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-023-G.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_536\">\n                    <td style=\"\">UPPER BOUND SEISMIC STABILITY ANALYSIS OF EMBEDDED FOOTINGS<\/td>\n                    <td style=\"\">Seye Mojtaba MOUSAVI ORUMI, Mortez JEBRIAYEE SHARAHI, Hossein REZAEII<\/td>\n                    <td style=\"\">Pseudo-Static, Bearing Capacity, Strip Footings, Prandtl, Upper Bound<\/td>\n                    <td style=\"\">024-G<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-024-G.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/024-G.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-024-G.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_537\">\n                    <td style=\"\">THE EFFECT OF MASONRY INFILLS ON THE PERFORMANCE OF LOW- AND MID-RISE STEEL BUILDINGS WITH MOMENT-RESISTING FRAMES<\/td>\n                    <td style=\"\">Shamsodin HASHEMI, Nima SALARI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">026-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-026-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/026-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-026-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_538\">\n                    <td style=\"\">SOIL CATEGORY EFFECTS ON THE DISPLACEMENT AMPLIFICATION FACTOR ( CD) OF OUTRIGGER BRACED STRUCTURES<\/td>\n                    <td style=\"\">Sohrab FALLAHI, Armen ASATURIANS<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">027-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-0271-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/027-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-027-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_539\">\n                    <td style=\"\">ASSESSMENT OF SEISMIC VULNERABILITY IN SMRF USING KRATZIG DAMAGE INDEX IN TARGET DUCTILITY IN THE NEAR SOURCE<\/td>\n                    <td style=\"\">Mohsen GERAMI, Ali Akbar DARESTANI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">028-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-028-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/028-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-028-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_540\">\n                    <td style=\"\">COMPARING PID AND LQR CONTROL METHODS FOR ACTIVE VIBRATION CONTROL OF STRUCTURES<\/td>\n                    <td style=\"\">Mohammad BOUJARY, Aran NASERPOUR<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">029-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-029-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/029-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-029-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_541\">\n                    <td style=\"\">NONLINEAR DYNAMIC ANALYSIS OF THE LINK BEAM OF NEAR-FIELD EARTHQUAKE<\/td>\n                    <td style=\"\">Javad NASIRI RAJABLI, Yaser MAHMOODI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">031-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-031-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/031-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-031-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_542\">\n                    <td style=\"\">DEVELOPMENT OF GIS-BASED DATABASE OF  ACTIVE FAULTS IN THE IDDLE EAST AREA<\/td>\n                    <td style=\"\">Mohammad Reza ZOLFAGHARI, Atefeh DARZI<\/td>\n                    <td style=\"\"> Middle East, Active Faults Map, GIS, Fault Database, Iran SRTM Topographic Map <\/td>\n                    <td style=\"\">032-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-032-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/032-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-032-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_543\">\n                    <td style=\"\">SIMULATION OF GROUND'S STRONG MOTION USING THE EMPIRICAL GREEN'S FUNCTION FOR THE AHAR-VARZEQAN EARTHQUAKE<\/td>\n                    <td style=\"\">Milad Akrami, Abbas MAHDAVIAN<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">033-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-033-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/033-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-033-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_544\">\n                    <td style=\"\">A SOFT COMPUTING METHOD  FOR AUTOMATED DAMAGE MAPPING SING VHR IMAGERY<\/td>\n                    <td style=\"\">Babak MANSOURI, Yaser HAMEDNIA, Kamobod AMINI HOSSEINI<\/td>\n                    <td style=\"\">Damage Map, Textural Features, Genetic Algorithm, Support Vector Machine, Fuzzy Inference System<\/td>\n                    <td style=\"\">034-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-034-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/034-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-034-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_545\">\n                    <td style=\"\">EVALUATION OF FOOTING BEHAVIOR ON SOILS REINFORCED BY GRANULAR RUBBERS AND GEOCELLS EXPERIMENTALLY<\/td>\n                    <td style=\"\">Seye Majdedin MIRMOHAMMAD HOSSEINI, Mahmoodreza MOHAMMADI, Mohsen KARGAR<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">035-G<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-035-G.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/035-G.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-035-G.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_546\">\n                    <td style=\"\">SEISMIC PERFORMANCE ASSESSMENT OF MULTISTORY BUILDINGS WITH NON-STRUCTURAL HOLLOW CLAY TILE INFILLS<\/td>\n                    <td style=\"\">Mohammad KHANMOHAMMADI, Morteza ABBASNEJAD FARD, Mohammad Sadegh MAREFAT, Mostafa ABBASNEJAD FARD<\/td>\n                    <td style=\"\">Non-Structural Wall, Hollow Clay Tile, Partition, Non-Linear Modeling, OpenSees<\/td>\n                    <td style=\"\">036-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-036-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/036-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-036-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_547\">\n                    <td style=\"\">PRESENTING AN OBJECT-ORIENTED METHOD FOR BUILDING EXTRACTION AND ESTIMATING THE DAMAGE BY ANN ALGORITHM USING VHR DATA<\/td>\n                    <td style=\"\">Babak MANSOURI, Monasadat MOSTAFAZADEH<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">040-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-040-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/040-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-040-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_548\">\n                    <td style=\"\">EVALUATION OF THE MODIFICATION FACTOR OF INFILLS ACCEPTANCE CRITERIA (LINEAR ANALYSIS) WITH STEEL AND CONCRETE SURROUNDED FRAMES,BASED ON EXPERIMENTAL RESULTS<\/td>\n                    <td style=\"\">Majid MOHAMMADI, Aran NASERPOUR<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">041-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-041-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/041-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-041-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_549\">\n                    <td style=\"\">ASSESSMENT OF SEISMIC RESPONSE OF MID-RISE STEEL BUILDINGS WITH STRUCTURAL CONFIGURATION OF FRAMED TUBE SKELETONS<\/td>\n                    <td style=\"\">Masoud AZHDARIFAR, Afshin MESHKAT DINI<\/td>\n                    <td style=\"\">Non-Linear Dynamics, Steel Skeleton, Framed Tube, Strong Ground Motion, Velocity Pulse<\/td>\n                    <td style=\"\">042-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-042-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/042-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-042-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_550\">\n                    <td style=\"\">INVESTIGATION OF SEISMIC PARAMETERS OF AZERBAIJAN REGION, USING GENERALIZED INVERSION METHOD<\/td>\n                    <td style=\"\">Hamid ZAFARANI, Babak KHAZAEEMOGHADAM<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">043-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-043-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/043-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-043-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_551\">\n                    <td style=\"\">PLANNING, ACTIVITIES AND INTERNATIONAL CHALLENGES IN PROVIDING OF SAFE SCHOOLS<\/td>\n                    <td style=\"\">Morteza RAISSI DEHKORDI, Ali SHAHRI, Mahdi EGHBALI, Abdolreza SARV GHAD MOGHADDAM<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">044-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-044-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/044-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-044-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_552\">\n                    <td style=\"\">ASSESSING BUILDINGS VULNERABILITY METHODS AGAINST EARTHQUAKE (QUALITATIVE AND ATC METHODS) <\/td>\n                    <td style=\"\">Masoud HASANNEJAD AMJADI, Saeed IMANI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">047-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-047-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/047-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-047-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_553\">\n                    <td style=\"\">THE UPL\u0130FT\u0130NG BEHAV\u0130OR OF SHALLOW BUR\u0130ED P\u0130PEL\u0130NES W\u0130TH\u0130N THE L\u0130QUE\ufb01ABLE SO\u0130LS UNDER  CYCL\u0130C LOAD\u0130NGS<\/td>\n                    <td style=\"\">Hassn SHARAFI, Payam PARSAFAR<\/td>\n                    <td style=\"\">Baseline, Liquefaction, Buried Pipelines, Finite Difference Method, Flac- 2D, Finne Model<\/td>\n                    <td style=\"\">048-G<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-048-G.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/048-G.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-048-G.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_554\">\n                    <td style=\"\">RELIABILTY BASED TOPOLOGY  OPTIMIZATION FOR THE SEISMIC DESIGN OF TRUSS-LIKE STRUCTURES<\/td>\n                    <td style=\"\">Hassan MOGHADDAM, Afshin MOHAMMADI<\/td>\n                    <td style=\"\">Topology Optimization, Seismic Design, Truss-Like Structures<\/td>\n                    <td style=\"\">049-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-049-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/049-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-049-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_555\">\n                    <td style=\"\">EXPERIMENTAL RESEARCH ON CONCRETE STIFFENED STEEL PLATE SHEAR WALL\n<\/td>\n                    <td style=\"\">Amir AYAZI, Farhan FARAHBOD, Behnoosh RASOULI, Soheil SHAFAEI<\/td>\n                    <td style=\"\">Concrete  Stiffened  Steel  Plate  Shear  Wall,  Steel  Plate  Shear  Wall,  Shear  Wall,  Experimental <\/td>\n                    <td style=\"\">050-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-050-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/050-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-050-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_556\">\n                    <td style=\"\">EXPERIMENTAL INVESTIGATION  OF AXIAL LOAD EFFECT ON SEISMIC PERFORMANCE OF EXTERIOR BEAM-COLUMN JOINTS REINFORCED WITH PLAIN ROUND BARS     \n<\/td>\n                    <td style=\"\">Ali ESMAELI IVANAKI,Mohammad Sadegh MAREFAT, Mahdi ADIBI,Hamid ZARE<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">051-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-051-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/051-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-051-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_557\">\n                    <td style=\"\">STRUCTURAL HEALTH MONITORING BY USING ARTIFICIAL NEURAL NETWORKS<\/td>\n                    <td style=\"\">Ali BAKHSHI, Seye Mohsen VAZIRIZADE<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">052-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-052-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/052-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-052-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_558\">\n                    <td style=\"\">THE IMPORTANCE OF RECORD SELECTION IN SEISMIC RESPONSE OF SECONDARY SYSTEMS<\/td>\n                    <td style=\"\">Alireza AZARBAKHT, Nader GORJI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">054-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-054-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/054-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-054-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_559\">\n                    <td style=\"\">ANALYTICAL STUDY ON COMPOSITE  STEEL PLATE WALLS USING A MODIFIED STRIP MODEL\n<\/td>\n                    <td style=\"\">Iman TAHERIAN, Mansour GHALEHNOVI, Hashem JAHANGIR<\/td>\n                    <td style=\"\">Composite Steel Plate Shear Wall (CSPSW), Modified Strip Model, Hysteretic Behavior<\/td>\n                    <td style=\"\">055-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-055-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/055-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-055-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_560\">\n                    <td style=\"\">TWO DIMENSIONAL VELOCITY FIELD OF THE IRANIAN PLATEAU<\/td>\n                    <td style=\"\">Alireza KHODAVERDIAN, Hamdi ZAFERANI, Mohamamd RAHIMIAN<\/td>\n                    <td style=\"\">Slip-rate, PSHA, Iranian Plat Eau<\/td>\n                    <td style=\"\">056-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-056-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/056-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-056-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_561\">\n                    <td style=\"\">MECHANISM OF PERFORMANCE STONE COLUMN SUBJECT TO STRUCTURE ON DEEP LOOSE ATURATED SAND DEPOSITS<\/td>\n                    <td style=\"\">Mohsen BAGHERI, Abdollah FATHI<\/td>\n                    <td style=\"\">Liquefaction, Stone Column, Shallow Foundation, Loose Sand, Earthquake<\/td>\n                    <td style=\"\">057-G<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-057-G.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/057-G.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-057-G.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_562\">\n                    <td style=\"\">DEVELOPING EARTHQUAKE DAMAGE AND CASUALTY ASSESSMENT MODEL<\/td>\n                    <td style=\"\">Mohammad FALLAH TAFTI, Kambod AMINI HOSSEINI, Babak MANSOURI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">058-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-058-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/058-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-058-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_563\">\n                    <td style=\"\">RELATIONS BETWEEN LIQUEFACTION RESISTANCE AND SHEAR WAVE ELOCITY AS AFFECTED BY AGING OF SAND DEPOSITS<\/td>\n                    <td style=\"\">Roozbeh SAFAEIAN AMOLY<\/td>\n                    <td style=\"\">Aging Effect, Liquefaction Resistance, Shear Wave Velocity, Cyclic Yield Strain<\/td>\n                    <td style=\"\">059-G<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-059-G.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/059-G.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-059-G.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_564\">\n                    <td style=\"\">ANALYSIS OF RC STRUCTURES CONSIDERING REBARS CORROSION<\/td>\n                    <td style=\"\">Maral ATEFI, Masoud SOLTANI MOHAMMADI<\/td>\n                    <td style=\"\">Corrosion, Numerical Modeling, Seismic Analyses, RC Structures, IDA<\/td>\n                    <td style=\"\">061-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-061-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/061-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-061-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_565\">\n                    <td style=\"\">SEISMIC EVALUATION OF A STEEL STRUCTURE USING COMBINATION OF VISCOUS DAMPER AND CBF  BRACINGS ONDER NEAR FAULT-EARTHQUAKE<\/td>\n                    <td style=\"\">Farideh SHAHI, Reza ESMAEILABADI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">063-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-063-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/063-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-063-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_566\">\n                    <td style=\"\">NONLINEAR BEHAVIOR OF CONCRETE STIFFENED STEEL PLATE SHEAR WALL<\/td>\n                    <td style=\"\">Soheil SHAFAEI, Behnoosh RASOULI, Amir AYAZI, Farhang FARAHBOD<\/td>\n                    <td style=\"\">Concrete  Stiffened  Steel  Plate  Shear  Wall,  Steel  Plate  Shear  Wall, Shear  Wall, Finite Element Method, Nonlinear Behavior<\/td>\n                    <td style=\"\">064-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-064-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/064-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-064-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_567\">\n                    <td style=\"\">ON THE ACCURACY OF RAPID SEISMIC VULNERABILITY ASSESSMENT METHODS FOR STEEL CONCENTRICALLY BRACED SYSTEMS IN TABRIZ (CASE STUDY)<\/td>\n                    <td style=\"\">Seyed Ali MOUSAVI KHALKHALI, Mahdi POURSHA, Hassan AFSHIN, Mohammad Reza CHENAGHLOU<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">065-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-065-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/065-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-065-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_568\">\n                    <td style=\"\">THE EFFECT OF PANEL ZONE ON SEISMIC BEHAVIOR OF STEEL MOMENT RESISTING FRAME IN THE NEAR AND FAR SOURCE<\/td>\n                    <td style=\"\">Mohsen GERAMI, Davood ABDOLLAHZADEH, Mohammad Amir KASHEF<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">066-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-066-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/066-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-066-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_569\">\n                    <td style=\"\">APPLICATION OF OPTIMIZATION APPROACH IN  CATASTROPHE LOSS MODELLING TOWARDS EARTHQUAKE INSURANCE PORTFOLIO MANAGEMENT<\/td>\n                    <td style=\"\">Mohammadreza ZOLFAGHARI, Sina NAEIMI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">067-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-067-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/067-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-067-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_570\">\n                    <td style=\"\">SEISMICASSESSMENT OF STEEL FRAMES WITH DIFFERENT RESISTING SYSTEMS  <\/td>\n                    <td style=\"\">Behdad AGHAEI, Reza ESMAEILABADI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">068-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-068-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/068-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-068-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_571\">\n                    <td style=\"\">CONSIDERING THE EFFECT OF VERTICAL GROUND MOTION IN NONLINEAR STATIC PROCEDURE<\/td>\n                    <td style=\"\">Mohammadreza SHAVANDI, Armin AZIMINEJAD, Mahmood HOSSEINI<\/td>\n                    <td style=\"\">Pushover Analysis, Near-Fault Ground Motion, Vertical Component<\/td>\n                    <td style=\"\">069-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-069-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/069-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-069-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_572\">\n                    <td style=\"\">EFFECT OF STIFFENERS ON THE ANGLE OF INCLINATION IN STEEL PLATE EARWALLS<\/td>\n                    <td style=\"\">Ahmad RAHMANZADEH, Mahdi GHASEMIEH<\/td>\n                    <td style=\"\">Steel Plate Shear Wall, Tension Field, Stiffener, Angle of Inclination, Principle of Least Work <\/td>\n                    <td style=\"\">070-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-070-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/070-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-070-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_573\">\n                    <td style=\"\">EFFECT OF VERTICAL MOTION OF NEAR-FAULT EVENTS ON HIGHWAY BRIDGE WITH FRICTION -RUBBER ISOLATOR<\/td>\n                    <td style=\"\">Afshin KALANTARI, Seye Amirhossein MOAYEDI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">071-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-071-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/071-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-071-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_574\">\n                    <td style=\"\">ASSESS THE DAMAGE AND LOSSES CAUSED BY THE ARTHQUAKE OF AHAR, HARRIS AND VARZEQHAN AND REVIEWS THE WORK DONE IN THE FIELD OF CRISIS MANAGEMENT<\/td>\n                    <td style=\"\">Mohammad FALLAH TAFTI, Kambod AMINI HOSSEINI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">072-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-072-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/072-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-072-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_575\">\n                    <td style=\"\">EVALUATE THE SEISMIC PERFORMANCE OF HYBRID BEAMS IN SHEAR WALLS WITH OPENINGS<\/td>\n                    <td style=\"\">Seyed Hamid HASHEMI, Mohammad RAFIE KORD SANGANIPOUR, Hamed MAKHDOUMI, Mahdi SHAHRAKI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">073-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-073-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/073-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-073-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_576\">\n                    <td style=\"\">SEISMIC BEHAVIOR ASSESSMENT OF PRECAST POST-TENSIONED SEGMENTAL BRIDGE\u2019S UNDER NEAR-FAULT EARTHQUAKE<\/td>\n                    <td style=\"\">Milad AFARINIFARD, Mohammad KHANMOHAMMADI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">075-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-075-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/075-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-075-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_577\">\n                    <td style=\"\">SEISMICASSESSMENT OF STEEL FRAMES WITH DIFFERENT RESISTING SYSTEMS <\/td>\n                    <td style=\"\">Reza BEMANIAN, Hamzeh SHAKIB<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">076-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-076-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/076-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-076-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_578\">\n                    <td style=\"\">PERFORMANCEOF STEEL SHEAR WALL WITH DIFFERENT OPENING CONFIGURATIONS <\/td>\n                    <td style=\"\">Majid Mohammadi, Nahid Inanloo<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">077-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-077-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/077-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-077-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_579\">\n                    <td style=\"\">A NEW GMPE FOR IRAN PLATEAU BY EMPLOYING LIKELIHOOD ALGORITHMS<\/td>\n                    <td style=\"\">Samaneh JALALVANDI, Alireza AZARBAKHT, Saharosadat RAHPEYMA<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">078-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-078-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/078-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-078-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_580\">\n                    <td style=\"\">ESTIMATION OF DISPLACEMENT AMPLIFICATION FACTOR (C1) IN THE CASE OF FOUNDATION ROCKING AND DETERMINING THE PROBABILITY OF OCCURRENCE OF THIS EVENT DURING THE EARTHQUAKE BY USING A RELIABILITY ANALYSIS<\/td>\n                    <td style=\"\">Vahid MOHSENZADEH, Mohammad KHANMOHAMMADI, Fatemeh HOSSEINZADEH<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">080-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-080-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/080-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-080-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_581\">\n                    <td style=\"\">ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION ON THE SEISMIC DEMANDS OF LOW-RISE MOMENT-RESISTING FRAME BUILDINGS<\/td>\n                    <td style=\"\">Mahdi RABIEE, Hossein TAHGHIGHI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">081-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-081-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/081-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-081-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_582\">\n                    <td style=\"\">THREE-DIMENSIONAL INVESTIGATION OF ORTHOGONAL PAIRS OF ROLLERS ON CONCAVE BED (OPRCB) SEISMIC ISOLATOR\n<\/td>\n                    <td style=\"\">Aliomid ALI, Mehrzad TAHAMOULI ROUDSARI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">082-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-082-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/082-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-082-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_583\">\n                    <td style=\"\">SEISMIC  VULNERABILITY ASSESSMENT OF RC MOMENT FRAMES USING KRATZING CUMULATIVE DAMAGE CONSIDERING THE EFFECT OF SOIL-STRUCTURE INTERACTION<\/td>\n                    <td style=\"\">Reza VAHDANI, Majid BITARAFAN<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">083-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-083-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/083-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-083-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_584\">\n                    <td style=\"\">STATIC AND EIGENVALUE ANALYSIS OF CRACKED IMOSHENKO BEAM BY NEW MACRO ELEMENT CONTAINED ARBITRARY NUMBER OF CRACKS<\/td>\n                    <td style=\"\">Mohsen MEHRJOO<\/td>\n                    <td style=\"\">Static Analysis, Eigenvalue Analysis, Cracked  imoshenko Beam, New Macro Element<\/td>\n                    <td style=\"\">085-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-085-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/085-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-085-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_585\">\n                    <td style=\"\">DIVIDING THE SKELETON OF REGULAR CONCRETE STRUCTURE BUILDINGS INTO INTERACTIVE PARTS AND \u00a0USING DAMPERS BETWEEN THEM IN ORDER TO REDUCE THE SEISMIC RESPONSE<\/td>\n                    <td style=\"\">Seyed Mojtaba MORTAZAVI ASL, Mahmood HOSSEINI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">087-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-087-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/087-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-087-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_586\">\n                    <td style=\"\">ON THE IMPORTANCE OF PARAMETERS UNCERTAINTY IN SEISMIC PERFORMANCE OF GEOTECNICAL SYSTEMS<\/td>\n                    <td style=\"\">Yaser JAFARIAN, Hadis MOAZAMI, Mohammad Kazem JAFARI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">088-G<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-088-G.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/088-G.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-088-G.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_587\">\n                    <td style=\"\">A STUDY OF DATA FILTERING IMPACT ON LINEAR INVERSION IN TIME DOMAIN - CASE STUDY OF MAY 28 2004 KOJUR EARTHQUAKE<\/td>\n                    <td style=\"\">Kamyar ZAMEN, Anooshirvan ANSARI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">089-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-089-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/089-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-089-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_588\">\n                    <td style=\"\">ESTIMATION OF STEEL MRFS STRENGTH REDUCTION FACTOR (BEHAVIOR FACTOR) BY IMPLEMENTING DIFFERENT CONVENTIONAL AND ADVANCED NONLINEAR STATIC ANALYSIS<\/td>\n                    <td style=\"\">Mohsen GERAMI, Amir Hessam MASHYEKHI, Navid SIAHPOLO<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">090-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-090-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/090-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-090-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_589\">\n                    <td style=\"\">STATIC AND EIGENVALUE ANALYSIS OF CRACKED EULER  BERNOULLI BEAM BY NEW MACRO ELEMENT CONTAINED ONE CRACK<\/td>\n                    <td style=\"\">Mohsen MEHRJOO<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">091-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-091-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/091-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-091-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_590\">\n                    <td style=\"\">DETERMINING THE DESIGN SPECTRUM OF THE NEAR FIELD IN VARIOUS DISTANCES FROM FAULT FOR SOIL TYPE II IN IRAN<\/td>\n                    <td style=\"\">Mojgan RAFIEE, Nasrin BAYAT, Abbas MAHDAVIAN<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">092-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-092-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/092-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-092-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_591\">\n                    <td style=\"\">PERFORMANCE-BASED OPTIMUM DESIGN OF REINFORCED CONCRETE MOMENT FRAMES UNDER EARTHQUAKE  OADING<\/td>\n                    <td style=\"\">Mohsen TEHRANIZADEH, Fatemesadat AKHAVAN HEJAZI<\/td>\n                    <td style=\"\">Performance-Based Design,  Design Optimization,  Pushover Analysis, Concrete Moment Frame, Least Structural Weight, Uniform Ductility Demands<\/td>\n                    <td style=\"\">093-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-093-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/093-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-093-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_592\">\n                    <td style=\"\">ON THE BEHAVIOR OF THE STEEL PLATE SHEAR WALLS WITH UNEQUAL COLUMNS<\/td>\n                    <td style=\"\">Saeed SABOURI, Seyed Peyman MOUSAVI GHIEH GHESHLAGHI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">094-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-094-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/094-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-094-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_593\">\n                    <td style=\"\">APPLYING \u201cDELIBERATE DIRECTING OF AMAGE\u201d IDEA FOR CREATION OF REPAIRABLE STEEL BUILDINGS BY USING ROCKING TUBULAR FRAME  TRUCTURAL SYSTEM AND YIELDING-PLATE DAMPERS ATFOUNDATION LEVEL <\/td>\n                    <td style=\"\">Mahmood HOSSEINI, Hamidreza EBRAHIMI<\/td>\n                    <td style=\"\">Nonlinear Time History Analysis, DADAS and MTYPED Dampers, Plastic Hinge Formation<\/td>\n                    <td style=\"\">095-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-095-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/095-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-095-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_594\">\n                    <td style=\"\">DEVELOPINGCRITERIA FOR LOCATING HOSPITALS IN EARTHQUAKE PRONE URBANFABRICS BASED ON PHYSICAL AND SOCIAL PARAMETERS<\/td>\n                    <td style=\"\">Hamed SALEHI, Kambod AMINI HOSSEINI, Mohammad FALLAH TAFTY<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">097-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-097-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/097-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-097-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_595\">\n                    <td style=\"\">PROBABILISTIC PREDICTION OF RETROFIT COST FOR MASONRY STRUCTURES<\/td>\n                    <td style=\"\">Hesam TALEBIYAN, Hossein NASER ASADI, Mojtab MAHSOULI<\/td>\n                    <td style=\"\">Retrofit Cost, Masonry Buildings, Probabilistic Models, Bayesian Regression, Shotcrete<\/td>\n                    <td style=\"\">098-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-098-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/098-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-098-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_596\">\n                    <td style=\"\">EFFECTIVENESS OF THE PUSHOVER ANALYSIS ETHOD FOR THE  SEISMICRESPONSE  TIMATION OF BUILDINGS SUBJECTEDTO  NEAR-FAULT AND FAR-FAULT GROUND MOTIONS<\/td>\n                    <td style=\"\">Sardar SEYED GHADERI MAKRI, Hossein TAHGHIGHI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">099-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-099-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/099-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-099-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_597\">\n                    <td style=\"\">ESTIMATING SHAKEING INDUCED CASUALY BASED ON BUILDING DAMAGE PATTERN: CASE STUDY A DISTRICT OF TEHRAN<\/td>\n                    <td style=\"\">Mohammad Reza ZOLFAGHARI, Seyed Mohsen MOUSAVI GHIEH GHESHLAGHI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">100-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-100-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/100-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-100-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_598\">\n                    <td style=\"\">EFFECT OF POSSIBLE ROTATION IN THE BOTTOM OF COLUMNS ON THE STRENGTH OF INFILLED STEEL FRAME<\/td>\n                    <td style=\"\">Seyed Mohammad MOTEVALI EMAMI, Majid MOHAMMADI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">101-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-101-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/101-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-101-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_599\">\n                    <td style=\"\">EVALUATION OF EARTHQUAKE SAFETY DRILL (CASE STUDY:13TH EARTHQUAKE SAFETY DRILL IN TEHRAN SCHOOLS)<\/td>\n                    <td style=\"\">Mohammad Reza MAHDAVIFAR, Vida HESHMATI Malihe ESKANDARI, Ali Ehsan SEIF<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">102-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-102-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/102-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-102-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_600\">\n                    <td style=\"\">NONLINEAR STATIC ANALYSIS OF REINFORCED CONCRETE MID-RISE  TRUCTURES WITH SOFT STORY<\/td>\n                    <td style=\"\">Afrooz KATIRA, Nemat HASSANI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">103-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-103-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/103-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-103-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_601\">\n                    <td style=\"\">SHEAR DESIGN OF BRIDGE BEAMS BY STRUT-AND-TIE MODEL<\/td>\n                    <td style=\"\">Joobin MOTAMED, Abbas ALHUSSAINI<\/td>\n                    <td style=\"\">High Strength Concrete, Horizontal Web Bar, Strut-and-tie Model<\/td>\n                    <td style=\"\">104-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-104-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/104-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-104-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_602\">\n                    <td style=\"\">VERTICAL  GROUND MOTION PREDICTION  EQUATIONS FOR GA AND PSA IN ALBORZ-AZERBAIJAN, IRAN\n<\/td>\n                    <td style=\"\">Mohammad Reza SOGHRAT, Mansour ZIAYEIFAR<\/td>\n                    <td style=\"\">GMPEs, Vertical Component, PGA, PSA, Iran<\/td>\n                    <td style=\"\">105-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-105-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/105-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-105-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_603\">\n                    <td style=\"\">PERFORMANCEOF REPLACEABLE STEEL COUPLE BEAM IN RC SHEAR WALLS<\/td>\n                    <td style=\"\">Abbasali TASNIMI, Hamid HAJIREZAYEE, Aran NASERPOUR<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">106-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-106-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/106-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-106-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_604\">\n                    <td style=\"\">CONTROL OF ASYMMETRIC PLAN BUILDINGS WITH ACTIVE TUNED MASS DAMPER USING GENETIC ALGORITHM<\/td>\n                    <td style=\"\">Ebrahim NAZARI MOFRAD, Saeed PIRGHOLIZADEH<\/td>\n                    <td style=\"\">Active Control, LQR Control, Genetic Algorithm, Torsion in Asymmetric Plan<\/td>\n                    <td style=\"\">107-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-107-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/107-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-107-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_605\">\n                    <td style=\"\">ASSESSMENT OF DISPLACEMENT COEFFICIENT METHODS OF FEMA356 AND ASCE41-06 FOR SEISMIC EVALUATION OF REINFORCED CONCRETE FRAMES WITH CONCRETE SHEAR WALLS<\/td>\n                    <td style=\"\">Ghaemi AMIRI, Mahdi EGHBALI, Gholmreza GHODRATI AMIRI, Morteza RAEESI DEHKORDI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">108-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-108-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/108-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-108-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_606\">\n                    <td style=\"\">AN INVESTIGATION OF SEISMIC BEHAVIOR OF SEGMENTAL TUNNEL LINING USING 1G SHAKING TABLE TESTS<\/td>\n                    <td style=\"\">Mohammad AHMADI, Abbas GHALANDARZADEH, Ali FAKHER, Leila SHAFIEI CHAFI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">109-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-109-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/109-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-109-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_607\">\n                    <td style=\"\">VULNERABILITY SCANNING MODES BURIED PIPELINE DUE TO EARTHQUAKE DAMAGE<\/td>\n                    <td style=\"\">Aminollah KARAMI, Mojtaba FATHI, Eslam KHAZEASL<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">110-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-110-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/110-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-110-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_608\">\n                    <td style=\"\">SEISMIC EVALUATION OF STEEL MOMENT FRAMES EQUIPPED WITH XADAS YIELDING METALLIC DAMPERS<\/td>\n                    <td style=\"\">Mortez RAISSI, Shahin TAGHAVI EKRAMI, Mahdi EGHBALI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">111-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-111-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/111-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-111-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_609\">\n                    <td style=\"\">AUTOMATIC SHUT -OFF SYSTEM OF URBAN GAS STATIONS IN EARTHQUAKES <\/td>\n                    <td style=\"\">Anooshirvan ANSARI, Mohammad TEHRANI, Mohammad HOSSEIN HAKIMI, Masoud SAMADIAN<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">112-R<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-112-R.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/112-R.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-112-R.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_610\">\n                    <td style=\"\">VERIFING OF  SIMPLIFIED METHODS FOR  SEISMIC ASSESMENT OF STEEL MOMENT FRAMES BY NONLINAER STATIC AND  DYNAMIC ANALYSIS\n<\/td>\n                    <td style=\"\">Mohsen TEHRANIZADEH, Maryam AMIR RMOJAHED<\/td>\n                    <td style=\"\">Pushover Analysis, Nonlinear Dynamic Analysis, Moment Frames, Braced Frames, Peak Ground Acceleration Failure (PGAf)<\/td>\n                    <td style=\"\">113-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-113-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/113-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-113-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_611\">\n                    <td style=\"\">COMPARISION OF DIFERENT SIMPLIFIED METHODS FOR SEISMIC ASSESMENT OF CONCENTRIC BRACED FRAMES\n<\/td>\n                    <td style=\"\">Mohsen TEHRANIZADEH, Maryam AMIR RMOJAHED<\/td>\n                    <td style=\"\">Pushover Analysis, Nonlinear Dynamic Analysis, Moment Frames, Braced Frames, Peak Ground  Acceleration Failure (PGAf)<\/td>\n                    <td style=\"\">114-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-114-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/114-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-114-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_612\">\n                    <td style=\"\">MODAL ANALYSIS FOR FLEXIBLE BASE ECCENTRIC BUILDINGS  <\/td>\n                    <td style=\"\">Mohammad Sadegh BIRZHANDI, Amir Mahdi HALABIAN<\/td>\n                    <td style=\"\">Modal Analysis, Eccentric Buildings , Soil-Structure teraction,MDOF<\/td>\n                    <td style=\"\">115-G<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-115-G.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/115-G.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-115-G.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_613\">\n                    <td style=\"\">EVALUATION OF DYNAMIC CHARACTERISTICS OF IIEES SHAKING TABLE FOUNDATION USING FORCED VIBRATION TESTS<\/td>\n                    <td style=\"\">Naghdali HOSSEINZADEH, Behrooz SOLTANI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">116-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-116-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/116-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-116-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_614\">\n                    <td style=\"\">ACTIVE MONITORING OF EARTHQUAKE FOCAL ZONE USING ULTRA-STABLE  EISMIC SOURCE <\/td>\n                    <td style=\"\">Junzo KASAHARA, Kayoko TSURUGA<\/td>\n                    <td style=\"\">Active Monitoring, Earthquake Generation, Fluid Migration, Backpropagation, ACROSS<\/td>\n                    <td style=\"\">117-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-117-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/117-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-117-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_615\">\n                    <td style=\"\">SOURCE OF THE EARTHQUAKE DOUBLET OF 11TH  AUGUST 2012, NORTHWESTERN  IRAN, FROM OBSERVATION OF GLOBAL  SEISMIC ARRAYS AND LOCAL  NETWORKS<\/td>\n                    <td style=\"\">Alireza ALINAGHI<\/td>\n                    <td style=\"\">Seismic Array, Hypocentral Depth, Seismic Source, Earthquake Mechanism<\/td>\n                    <td style=\"\">118-Z<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-118-Z.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/118-Z.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-118-Z.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_616\">\n                    <td style=\"\">STIFFNESS MATRIX OF SHEAR-TYPE BUILDINGS EXTRACTED FROM OUTPUT-ONLY DATA<\/td>\n                    <td style=\"\">Omid BAHAR, Masoud DARYOUSHI<\/td>\n                    <td style=\"\">System Identification, Stiffness Matrix, Stochastic Subspace Identification, SSI<\/td>\n                    <td style=\"\">119-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-119-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/119-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-119-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_617\">\n                    <td style=\"\">LIFELINES INTERACTION EFFECTS ON SEISMIC VULNERABILITY IN URBAN ENVIRONMENTS CASE STUDY: A SELECTED DISTRICT OF TEHRAN METROPOLIS<\/td>\n                    <td style=\"\">Mahmood HOSSEINI, Hossein LABIBI<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">120-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-120-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/120-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-120-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n            <tr id=\"table_6_row_618\">\n                    <td style=\"\">DAMAGE-RELATED PERFORMANCE-BASED SEISMIC DESIGN OF BITLIS RIVER VIADUCT<\/td>\n                    <td style=\"\">Murat DICLELI, Ali SALEM MILANI<\/td>\n                    <td style=\"\">Bridge, Performance-Based  Design, Seismic, Isolation, Damper<\/td>\n                    <td style=\"\">121-S<\/td>\n                    <td style=\"\"><\/td>\n                    <td style=\"\">[pdfjs-viewer url=http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-121-S.pdf   fullscreen=false download=true print=true ]<\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/121-S.pdf'  target='_self'>PDF<\/a><\/td>\n                    <td style=\"\"><a data-content='PDF' href='http:\/\/www.iiees.ac.ir\/fa\/wp-content\/uploads\/2016\/04\/Full-121-S.pdf'  target='_self'>PDF<\/a><\/td>\n            <\/tr>\n    <\/tbody>        <!-- \/Table body -->\n\n        \n    <\/table>\n\n<\/div>\n\n<span class=\"powered_by_link d-block m-l-10 m-t-10 m-b-10\">Generated by <a href=\"https:\/\/wpdatatables.com\" target=\"_blank\">wpDataTables<\/a><\/span><style>\ntable.wpDataTable { table-layout: fixed !important; }\ntable.wpDataTable td, table.wpDataTable th { white-space: normal !important; }\ntable.wpDataTable td.numdata { text-align: right !important; }\n<\/style>\n<style>\n            \/* th background color *\/\n    .wpdt-c.wpDataTablesWrapper table.wpdtSimpleTable.bt[data-has-header='1'] td.wpdt-header-classes,\n    .wpdt-c.wpDataTablesWrapper table.wpdtSimpleTable thead th,\n    .wpdt-c 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