{"id":38988,"date":"2019-11-04T13:37:36","date_gmt":"2019-11-04T10:07:36","guid":{"rendered":"http:\/\/www.iiees.ac.ir\/fa\/?page_id=38988"},"modified":"2020-11-16T13:28:11","modified_gmt":"2020-11-16T09:58:11","slug":"see8pub","status":"publish","type":"page","link":"http:\/\/old.iiees.ac.ir\/fa\/see8pub\/","title":{"rendered":"\u0686\u06a9\u06cc\u062f\u0647 \u0645\u0628\u0633\u0648\u0637 \u0645\u0642\u0627\u0644\u0627\u062a \u06a9\u0646\u0641\u0631\u0627\u0646\u0633 \u0628\u06cc\u0646 \u0627\u0644\u0645\u0644\u0644\u06cc SEE8"},"content":{"rendered":"
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\n \n \n\n \n \n \n \n\n\n \u0631\u062f\u06cc\u0641<\/th> \u06a9\u062f \u0645\u0642\u0627\u0644\u0647<\/th> \u0639\u0646\u0648\u0627\u0646 \u0645\u0642\u0627\u0644\u0647<\/th> \u0646\u0648\u06cc\u0633\u0646\u062f\u06af\u0627\u0646<\/th> \u06a9\u0644\u0645\u0627\u062a \u06a9\u0644\u06cc\u062f\u06cc<\/th> \u062f\u0627\u0646\u0644\u0648\u062f<\/th> <\/tr>\n<\/thead>\n \n\n \n \n\n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n
1<\/td>\n SEE8-EG02720076<\/td>\n Evaluating Of The Earthquake Hazard Parameters With Bayesian Method For The Different Seismic Source Regions Of The Northern Iran<\/td>\n Mehrdad Ansaripour, Habib Rahimi<\/td>\n Bayesian method, Earthquake hazard parameters, Maximum regional magnitude, Northern Iran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
2<\/td>\n SEE8-EG03500121<\/td>\n Strong Ground Motion Simulation Of 2017 Earthquake In Khorasan- Razavi, Iran<\/td>\n Hesaneh Mohammadi, Maryam Sedghi, Mohammad Reza Gheitanchi<\/td>\n Strong ground motion, Source parameters, Rupture characteristics, Empirical Green Function, stochastic finite-fault method<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
3<\/td>\n SEE8-EG03820196<\/td>\n Using The Piano Keys Sound As Artificial Accelerations<\/td>\n Ali Kia, Amin Bai, Reza Kia<\/td>\n piano keys sound, artificial acceleration, response spectrum, Fourier spectrum, frequency content<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
4<\/td>\n SEE8-EG04810580<\/td>\n The Best Earthquake Report To Assess The Earthquake Macroseismic Parameters<\/td>\n Hamideh Amini, Anooshiravan Ansari, Morteza Fattahi, Mehdi Zare<\/td>\n Earthquake reports, intensity, macroseismic parameters<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
5<\/td>\n SEE8-EG06970501<\/td>\n Analytical Aspects Of Bi-Normalized Response Spectra Based On Ground Velocity And Displacment Time Histories In Near Fault<\/td>\n Safoora Morshed Shekarchi, Afshin Meshkat-Dini<\/td>\n Bi-Normalized Spectra, Near Fault, Pulse-Like Ground Motion, Predominant Period, Jump Up Duration<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
6<\/td>\n SEE8-EG07420407<\/td>\n Analysis Of The Aftershock Sequences Of Large Earthquakes In Iran<\/td>\n Mahdiyeh Lavasani, Elham Shabani<\/td>\n Aftershck sequences, Decay rate, Omori, Primary aftershocks, Secondary aftershocks<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
7<\/td>\n SEE8-EG07600430<\/td>\n Strong Ground Motion From The November 12, 2017 Mw 7.3 Sarpol-E Zahab Earthquake: Analysis Of Source And Site Condition<\/td>\n Alireza Babaie Mahani<\/td>\n Strong ground motion, Sarpol-e Zahab earthquake, Directivity, Amplification, Non-linearity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
8<\/td>\n SEE8-EG08140540<\/td>\n Moment Magnitude Estimation Based On Andrews (1986) Method In Frequency Domain<\/td>\n Attieh Eshaghi, Mohammad Pourmohammad Shahvar, Esmail Farzanegan, Hossein Mirzaee Alavijeh<\/td>\n Moment Magnitude, Source Parameters, Accelerograms, Brune model, Spectral model<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
9<\/td>\n SEE8-EG08810614<\/td>\n Evaluation Of Source, Path And Site Effects In Stochastic Method Of Simulating Strong Ground Motion For Sarpol-E Zahab, Iran Earthquake Of 2017<\/td>\n Ali Akbar Meimandi Parizi, Abbas Mahdavian, Hamid Saffari, Mohammad Shahvar<\/td>\n Source effects, Quality Factor, Site Effects, Stochastic Simulation, Strong ground motion<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
10<\/td>\n SEE8-EG08920845<\/td>\n Declustering Zagros Earthquake Catalogue Using The Epidemic Type Aftershock Sequence (Etas) Model<\/td>\n Nader Davoudi, Hamid Reza Tavakoli, Mehdi Zare, Abdollah Jalilian<\/td>\n Declustering, Earthquake catalogue, Zagros, Windowing methods, ETAS model<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
11<\/td>\n SEE8-EG09330579<\/td>\n The Use Of Improved Risk Targeting Approach In Seismic Hazard Assessment Of Makran Region<\/td>\n Alireza Zarrineghbal, Hamid Zafarani, Mohammad Rahimian<\/td>\n Seismic Hazard, Seismic Risk, Risk Targeting, OpenQuake, Makran Region<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
12<\/td>\n SEE8-EG10010805<\/td>\n Prediction Equation For Arrival Times Of Near-Source Strong Ground Motions Velocity Pulses Using Pulse-Like Records<\/td>\n Masoud Daryoushi, Hamid Saffari, Abbas Mahdavian<\/td>\n Pulse, Near-source, Prediction, Strong ground motion, Response Spectrum, Arrival Time<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
13<\/td>\n SEE8-EG10230994<\/td>\n Source Inversion Of M7.3 12 Nov. 2017 Sarepol-E Zahab Earthquake Using Fuzzy Inversion Method<\/td>\n Navid Kheirdast, Anooshiravan Ansari<\/td>\n Sarpol-e Zahab, Kinematic source inversion, Fuzzy inversion method, Hybrid learning, Regularization<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
14<\/td>\n SEE8-EG10280720<\/td>\n Source Characteristics Of The 2005 Zarand Earthquake In Kerman Province, South-East Iran<\/td>\n Saman Rezapour, Mohammad Reza Gheitanchi<\/td>\n Source characteristics, Moment tensor solution, South-east Iran, Zarand earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
15<\/td>\n SEE8-EG10430743<\/td>\n Areal Exceedance Of Ground Motion As A Characteristic Of Multiple Site Seismic Hazard: Sensitivity Analysis<\/td>\n Friedemann Wenzel, Vladimir Sokolov<\/td>\n Probabilistic hazard assessment, Probability of ground motion exceedance, Probability of areal ground motion exceedance, Fraction of areal exceedance<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
16<\/td>\n SEE8-EG11160930<\/td>\n Selection Of Ground Motion Prediction Equations For Seismic Hazard Analyses In Makran Region, Iran<\/td>\n Mohammad Reza Soghrat, Hamid Zafarani<\/td>\n GMPEs Iran, Makran, Statistical analyses, Simulation, Adjustment factors<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
17<\/td>\n SEE8-EG11370954<\/td>\n Estimation Of The Source Parameter From Acceleration Spectra Of The Tazehabad-Kermanshah Earthquake 2018<\/td>\n Saman Amiri, Majid Mahood<\/td>\n Source Parameters, Shear Wave, Quality Factor, Strong Motion Data<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
18<\/td>\n SEE8-EG11841019<\/td>\n Assessment Of Finite Fault Plane Geometry In Megathrust Earthquake<\/td>\n Ali Noruzi Arkavini, Mehdi Mousavi, Ali Farhadi, Mohammadreza \u064eAmini<\/td>\n Uncertainties, Probabilistic seismic hazard analysis, Source to site distance, finite fault source models, Model efficiency<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
19<\/td>\n SEE8-EG11851017<\/td>\n Assessment Of Nga In Consideration Of Uncertainty Related To Fault Rupture Model Parameters<\/td>\n Mohamad Reza Amini, Mehdi Mousavi, Ali Farhadi, Kaveh Horri<\/td>\n Dip angle (\u03b4), Down dip rupture width (W), Subsurface rupture length (L), Probabilistic seismic hazard analysis, Monte-Carlo simulation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
20<\/td>\n SEE8-EG11991024<\/td>\n Effects Of Secondary Static Stress Triggering On The Spatial Distribution Of Aftershocks, A Case Study, 2003 Bam Earthquake (Se Iran)<\/td>\n Behnam Maleki Asayesh, Hamid Zafarani, Mohammad Tatar<\/td>\n Bam Earthquake, Coulomb stress change, Secondary stress, Aftershock, Nodal plane.<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
21<\/td>\n SEE8-EH04350309<\/td>\n Geodetic-Based And Geological-Based Earthquake Rates For Iran<\/td>\n Alireza Lotfi, Hamid Zafarani, Alireza Khodaverdian<\/td>\n Iranian plateau, Earthquake forecasting, Seismic Hazard analysis, Deformation model, GPS<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
22<\/td>\n SEE8-EH04860319<\/td>\n Evaluating The Sensitivity Of Analyzing The Seismic Hazard To The Type Of Empirical Attenuation Relationships<\/td>\n Parastoo Ghaneie, Hossein Sadeghi, Ahmad Shooshtari<\/td>\n Seismic hazard, Sensitivity Analysis, Attenuation relationship<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
23<\/td>\n SEE8-EH05640247<\/td>\n Earthquake Hazard In Kermanshah After A Mainshock In Ezgeleh<\/td>\n Zahra Sarihi, Mehdi Zare<\/td>\n Earthquake prediction, Aftershock decay rate, Modified Omori law, Gutenberg-Richter, The risk of aftershock<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
24<\/td>\n SEE8-EH05820433<\/td>\n Synthetic Stochastic Earthquake Scenario Predictive Model, Case Study: The Iranian Plateau<\/td>\n Ali Khansefid, Ali Bakhshi, Anooshiravan Ansari<\/td>\n Accelerogram, Aftershock; Earthquake scenario, Mainshock, Pulse-like signal<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
25<\/td>\n SEE8-EH07010464<\/td>\n Seismic Hazard Assessment Of Shahr-E Kord<\/td>\n Navid Sirous, Ali Songhori, Ahmad Sadidkhoy<\/td>\n Seismic Hazard Analysis, Shahr-e Kord, Earthquakes, Response Spectral, Seismology<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
26<\/td>\n SEE8-EH07120366<\/td>\n Peak Ground Acceleration Prediction For Critical Aftershockes<\/td>\n Elham Rajabi, Gholamreza Ghodrati Amiri, Vida Ghasemi<\/td>\n Critical Aftershock, Artificial Neural Network, Peak Ground Acceleration, As-Recorded Main shocks<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
27<\/td>\n SEE8-EH07470744<\/td>\n Seismotectonic And Crustal Structure In The Central Iran<\/td>\n Zohreh Sadat Riazi Rad<\/td>\n Strong Ground Motion, Central Iran, Seismotectonic, crustal structure<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
28<\/td>\n SEE8-EH07890642<\/td>\n Delineate Of Potential Seismic Sources For Seismic Hazard Assessment. Case Of Study: S\u00e9tif Region-Eastern Algeria<\/td>\n Sahra Aourari, Djamel Machane, Hamid Haddoum, Nadia Sidi Said<\/td>\n Seismicity, Neotectonic indications, Seismotectonic, Fault parameters<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
29<\/td>\n SEE8-EH08160578<\/td>\n Applying Monte Carlo Simulations In Seismic Hazard Assessment For Langaroud Region \u2013Probable Earthquake Scenarios<\/td>\n Maryeh Sadeghi, Elham Shabani, Ramin Nikrouz<\/td>\n Seismic hazard assessment, earthquake scenario, Monte Carlo simulation, Deaggregation, Langaroud<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
30<\/td>\n SEE8-EH08950762<\/td>\n Geophysical Surveys For Ground Modelling Of Ashgabat City<\/td>\n Takaho Kita, Sergey Abaseyev, Mikhail Efendiyev, Koichi Hasegawa<\/td>\n Ground modelling, Shear-wave velocity, Geophysical surveys, Soil properties, Ashgabat<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
31<\/td>\n SEE8-EH09260582<\/td>\n Interseismic Slip-Rate Of The Kuhbanan-Lakar Kuh Faults System: Using Insar Technique<\/td>\n Sajjad Molavi Vardanjani, Majid Shahpasandzadeh, Ali Esmaeily, Mohammad Reza Sepahvand, Saeede Keshavarz<\/td>\n Interseismic deformation, Geodetic fault slip-rate, InSAR, Kerman, Kuhbanan-Lakar Kuh fault system<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
32<\/td>\n SEE8-EH09520606<\/td>\n Investigation Of Isotropy Of Intra-Event Residuals Of Pgv And Pgd Using Directional Semivariogram<\/td>\n Morteza Abbasnejadfard, Morteza Bastami, Afshin Fallah<\/td>\n spatial correlation, PGV, PGD, hazard analysis, semivariogram<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
33<\/td>\n SEE8-EH10380800<\/td>\n Seismic Hazard Analyzing And Evaluating In Esfahan Nuclear Site<\/td>\n Meysam Kheiri Moloumeh, Kamran Sepanlo, Mojtaba Namvaran<\/td>\n Esfahan Nuclear Site, Earthquake Catalogue, Kijko-Sellevol method, SHA, Kuh-Ghorouneh<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
34<\/td>\n SEE8-EH10770924<\/td>\n Magnitude Simulation Using The Generalized Pareto Distribution<\/td>\n Shahin Borzoo, Morteza Bastami, Afshin Fallah<\/td>\n Generalized Pareto distribution, Magnitude, Return level, Seismic hazard ssessment<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
35<\/td>\n SEE8-EH11360990<\/td>\n Predicted Ground Motions For Interface Earthquakes In The Makran Subduction Zone Based On A Stochastic Finite-Fault Model<\/td>\n Majid Mahood, Hamid Zafarani, Nafiseh Akbarzadeh<\/td>\n Stochastic Finite-Fault Model, subduction zone megathrust, Makran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
36<\/td>\n SEE8-EH11560977<\/td>\n Application Of Open Source Programs In Probabilistic Seismic Hazard Assessment And Utilization Of Site Effects Concerning Kermanshah Region With Emphasizing On 12 Nov. 2017 Earthquake Mw=7.3<\/td>\n Nima Dolatabadi, Ahmad Sadidkhouy, Ali Songhori<\/td>\n Kermanshah, Probabilistic seismic hazard assessment, Pick Ground Acceleration, Spectral Acceleration, Uniform Hazard Spectra, Ground motion prediction equation, OpenQuake engine, Hazard Module Toolkit<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
37<\/td>\n SEE8-EH11801007<\/td>\n Studying The Effect Of Uncertainty Of Shear Wave Velocity And Standard Penetration Test On Uniform Hazard Spectrum<\/td>\n Kaveh Horri, Mehdi Mousavi, Mahsa Asgari Majd, Mohamadreza Amini<\/td>\n Uniform Hazard Spectrum, Uncertainties, Monte Carlo Simulation, Shear Wave Velocity at a depth of 30 m, Standard Penetration Test<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
38<\/td>\n SEE8-EP00910330<\/td>\n Seismotectonics Of Saydoon Dam Sites In The Izeh Fault Zone, Sw Iran<\/td>\n Arash Barjasteh<\/td>\n Seismotectonics, Izeh fault zone, Saydoon dam sites, Khuzestan Province<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
39<\/td>\n SEE8-EP02290287<\/td>\n Spatial Statistics And Point Pattern Analysis Of Earthquake Disribution In The Zagros Region (Iran)<\/td>\n Seyed Naser Hashemi<\/td>\n Point pattern analysis, Earthquake pattern recognition, Seismicity, Spatial statistics, Seismotectonics<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
40<\/td>\n SEE8-EP02290357<\/td>\n Statistical Analysis Of The Interevent-Time And Distance Distribution Of Large Earthquakes In Iran<\/td>\n Seyed Naser Hashemi<\/td>\n Interevent-time distribution, Statistical distribution of earthquakes, Earthquake directional migration pattern, Seismicity, Seismotectonics<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
41<\/td>\n SEE8-EP03730172<\/td>\n The Necessity Of Reviewing The Map Of Active Faults Of Tehran<\/td>\n Masoomeh Alaei, Alireza Nadimi, Homayon Safaei<\/td>\n Seismicity, Active fault, North Tehran fault, Alborz, Tehran, Iran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
42<\/td>\n SEE8-EP03850310<\/td>\n Active Tectonic Analysis Of Avaj-Abegarm Area, Nw Iran<\/td>\n Bita Javidfakhr<\/td>\n Avaj earthquake, active tectonic, geomorphic<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
43<\/td>\n SEE8-EP04090701<\/td>\n The Multi- Fault Surface Rupture Of Hojedk Earthquake, Dec, 2017 In Kerman Province, Southeast Iran, The Bedding Slip Of Young Fold<\/td>\n Nayere Sabour, Masoumeh Eskandari, Mohamad Reza Ghassemi, Ali Rashidi, Taher Khoshzare, Mahasa Roustaie<\/td>\n Hojedk Earthquake, Surface Rupture, bedding slip, Kerman<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
44<\/td>\n SEE8-EP05740417<\/td>\n Ground Deformation Of The 2017 Mw6.1 Fariman Earthquake-Ne Iran Using Sentinel-1A Interferometry<\/td>\n Hamid Reza Kuhbanani, Sayyed Keivan Hosseinii<\/td>\n Displacement, InSAR, Sentinel, seismic cycle, Sefidsang, Fariman<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
45<\/td>\n SEE8-EP06180298<\/td>\n The Kinematic Analysis And Evolution Of Stress Fields In The Zagros Foreland Folded Belt, Fars Salient, Iran<\/td>\n Bahareh Zafarmand, Khalil Sarkarinejad<\/td>\n Fault-slip data; Earthquake focal mechanism; Paleo-stress; Recent tectonic stress; Zagros<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
46<\/td>\n SEE8-EP06860820<\/td>\n Attenuation Relationship For The Horizontal Component Of Peak Ground Acceleration (Pgah) Using Gene Expression Programming (Gep)<\/td>\n Mehrasa Ajam, Mohammad Shmekhi Amiri, Hossein Pahlavan<\/td>\n Attenuation relationships, Genetic algorithm, Maximum horizontal acceleration, moment magnitude, hypo central distance, shear wave velocity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
47<\/td>\n SEE8-EP07210380<\/td>\n Propagation Of Right-Lateral Strike-Slip Deformation Towards The Internal Part Of The Lurestan Zone, Zagros Belt, West Iran<\/td>\n Reza Alipoor, Saeed Madanipour, Zahra Ghasemi<\/td>\n Earthquake, Strike-slip, Lurestan, Zagros, Amiran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
48<\/td>\n SEE8-EP07770447<\/td>\n Supersonic Crack Propagation In Brittle Fracture Fault Zone : Can Explain Kerman And Kermanshah Faults?<\/td>\n Diba Allamehzadeh, Mostafa Allamehzadeh<\/td>\n Simulation model, Crack propagating, Rayleigh and shear wave speeds, Speed of sound solid surface<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
49<\/td>\n SEE8-EP09180810<\/td>\n Characterizing Surface Rupture In The 1990 Rudbar Earthquake (Iran) Using Optical Image Correlation<\/td>\n Najmeh Ajorlou, James Hollingsworth, Zahra Mousavi, \u064eAbdolreza Ghods, Zohreh Masoumi<\/td>\n Optical image correlation, SPOT, Rudabr fault, COSI-corr<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
50<\/td>\n SEE8-EP09570652<\/td>\n Fractal Disterbution Of Earthquake Epicenter And Faulting In The Sepidar Anticline, Sw Zagros<\/td>\n Shabnam Zare Bardeji, Saeede Keshavarz, Majid Shahpasandzadeh, Reza Hasanzadeh<\/td>\n Fractal Geometry, Fault, Earthquake, Sepidar Anticline, Zagros<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
51<\/td>\n SEE8-EP11881014<\/td>\n Tectonic Studies And Earthquake Risk Based On Tectonic Morphology Studies In Saveh Rectangle<\/td>\n Mahsa Abdollahi, Hossein Hajialibeigi<\/td>\n probabilistic method, seismic acceleration map, EZ-Frisk software, seismic parameters 4, morphological<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
52<\/td>\n SEE8-ES02720075<\/td>\n The Shear Wave Velocity Structure Of The Central Alborz Region Using Combinated Method Of Ambient Noise Cross-Correlations<\/td>\n Mehrdad Ansaripour, Mehdi Rezapour, Erdinc Saygin<\/td>\n Velocity structure, Seismic noise, Cross-correlation, Alborz, Phase Weighted Stacking<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
53<\/td>\n SEE8-ES03050080<\/td>\n Site Amplification Effects On Inversion Results (Case Study: Zagros And Alborz Regions)<\/td>\n Somayeh Ahmadzadeh, Gholam Javan Doloei<\/td>\n Alborz, Attenuation, Site Effect, Inversion, Zagros<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
54<\/td>\n SEE8-ES03180085<\/td>\n On Measuring Misorientation Of Seismic Sensors Using Ambient Noise Data<\/td>\n Ramin Movaghari, Gholam Javan Doloei, Yingjie Yang<\/td>\n Ambient noise, Cross correlation, Misorientation, Seismic sensor<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
55<\/td>\n SEE8-ES03320803<\/td>\n The Weighted Rms Stacking To Retrieve Empirical Green'S Functions From Ambient Seismic Noise<\/td>\n Mahsa Safarkhani, Taghi Shirzad<\/td>\n Ambient seismic noise, Energy flux, Distributions of noise sources, Empirical Green's Function, WRMS stacking<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
56<\/td>\n SEE8-ES03340742<\/td>\n Clustering Of Earthquake Records By A Hybrid Opposition-Switching Search<\/td>\n Davoud Rezazadeh, Mohsen Shahrouzi<\/td>\n Clustering, Metaheuristic Algorithms, Opposition Switching Search, k-means<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
57<\/td>\n SEE8-ES04570263<\/td>\n Shear Wave Quality Factor Tomography In Nw Iran<\/td>\n Salman Andayeshgar, Khalil Motaghi, Mahnaz Rezaeian<\/td>\n Quality factor, Tomography, Attenuation, NW Iran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
58<\/td>\n SEE8-EP09350794<\/td>\n The Seismotectonics Of Central Alborz<\/td>\n Mohammad Javad Banimahdi Dehkordi, Abdolreza Ghods, Esmaeil Shabanian, Zahra Mousavi, Majid Abbasi<\/td>\n Iran, Central Alborz, Seismotectonics, Focal mechanism,Seismicity, Faults<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
59<\/td>\n SEE8-ES04740198<\/td>\n The Earthquake Datasets And Services Maintained By The International Seismological Centre (Isc)<\/td>\n Dmitry Storchak<\/td>\n Earthquake, Global, ISC, Seismicity, Hazard<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
60<\/td>\n SEE8-ES04800200<\/td>\n Development Of Earthquake Observation Network In And Around Ashgabat, Turkmenistan<\/td>\n Karly Azimov, Sergey Abaseyev, Jica Expert Team<\/td>\n Turkmenistan, Earthquake observation, Hazard assessment, Disaster management<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
61<\/td>\n SEE8-ES05570541<\/td>\n Spectral Analysis Of 12November 2017 And 25November 2018 Earthquake In Western Iran<\/td>\n Nahid Khodi Aghmiuni, Mehrdad Mostafazadeh<\/td>\n seismic moment, body-wave spectrum, energy, stress drop<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
62<\/td>\n SEE8-ES05570781<\/td>\n Evaluation Of Tectonic Stress In The Makran Zone<\/td>\n Nahid Khodi Aghmiuni, Mehrdad Mostafazadeh<\/td>\n subduction region, seismic moment, focal radius, stress drop, b value<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
63<\/td>\n SEE8-RC06020383<\/td>\n Perception And Communication Of Seismic Risk<\/td>\n Amin Ghasemi, Mojtaba Mahsuli<\/td>\n Risk communication, Risk perception, Seismic risk, Entropy, Data validation, Object-oriented programming, Web<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
64<\/td>\n SEE8-RD02710178<\/td>\n Application Of Agent-Based Simulation In Emergency Evacuation And Casualty Prediction Of Indoor Scenarios<\/td>\n Nima Janfeshan Araghi, Mohammad Iman Khodakarami<\/td>\n Evacuation, Agent-based modeling, Netlogo, Earthquake, Casualty<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
65<\/td>\n SEE8-RD08290474<\/td>\n The Uncertinity In Seismic Risk Assessment In Near-Fault Area<\/td>\n Mohammad Reza Ghayamghamian, Elham Oloumi, Naiemeh Govahi<\/td>\n Near-fault, seismic risk, Karaj city<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
66<\/td>\n SEE8-ES05660545<\/td>\n Study Of Kinematic Parameters Of Earthquakes In The Zagros Region<\/td>\n Keramat Janjan, Mehrdad Mostafazadeh, Shahrokh Pour Beyranvand<\/td>\n Kinematics parameters, Source time function, Waveform modeling, Zagros<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
67<\/td>\n SEE8-ES05800327<\/td>\n Crustal Scale Imaging Across The Arabia- Eurasia Collision Zone<\/td>\n Farzaneh Dashti, Francesco Pio Lucente, S. Khalil Motaghi, Irene Bianchi<\/td>\n Crustal structures, Receiver function, Collision boundary, Harmonic decomposition, Anisotropic characteristics<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
68<\/td>\n SEE8-ES06120261<\/td>\n Crustal Structure Of Iraq From Telesismic Data<\/td>\n Seyed Khalil Motaghi, Wathiq Abdulnabi<\/td>\n Mesopotamia plain, Receiver functions, Surface wave dispersion, Joint inversion, Velocity models<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
69<\/td>\n SEE8-ES06290382<\/td>\n The North Zagros Crustal Structure From Teleseismic Reflected P Phase<\/td>\n Maryam Talebi Anbohi, Khalil Motaghi<\/td>\n teleseismic, PpPp phase, intra-crustal boundaries, Autocorrelation Averaging<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
70<\/td>\n SEE8-ES06730323<\/td>\n 3D Velocity Model Of Crust Beneath The Zagros Collision Zone From Ambient Noise Tomography<\/td>\n Zahra Zarunizadeh, Khalil Motaghi, Abdelkrim Aoudia, Surya Pachhai, Wathiq Abdulnaby, Abdolreza Ghods<\/td>\n Ambient noise tomography, cross correlation, Bayesian Monte-Carlo, Crustal structure, Zagros collision zone<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
71<\/td>\n SEE8-ES06760355<\/td>\n Upper Crustal Seismic Anisotropy In The Southeastern Termination Of The Zagros Mountains And Qeshm Island<\/td>\n Mohsen Ranjbar Hajee Abadi, Farhad Sobouti, Farzam Yaminifard<\/td>\n Seismic anisotropy, Shear wave splitting, Zagros, Qeshm Island, Shear fabic<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
72<\/td>\n SEE8-ES06800328<\/td>\n Investigation Of Seismotectonics Of Makran Region Using Local Network Data<\/td>\n Abdolreza Ghods, Maryam Akbarzadeh Aghdam, Farhad Sobouti, Khalil Motaghi<\/td>\n Jazmurian depression, shallow earthquakes, focal mechanism, seismicity of Makran, aseismic block<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
73<\/td>\n SEE8-ES06950577<\/td>\n High Resolution 3D Velocity Model For The Makran Subduction Zone<\/td>\n Reza Zeynaddini Meymand, Seyed Khalil Motaghi<\/td>\n Makran, Subduction Zone, Tomography, Surface wave, Phase velocity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
74<\/td>\n SEE8-ES06980347<\/td>\n Teleseismic Virtual-Source Imaging Of The North Zagros Continental Collision Zone<\/td>\n Ali Mehrdar, Khalil Motaghi<\/td>\n Teleseismic, Virtual Source, Zagros, Collision Zone, Autocorrelation averaging<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
75<\/td>\n SEE8-ES07010465<\/td>\n Monitoring Of Velocity Changes November 12, 2017 Earthqukae, Sarpol-E Zahab (Iran And Iraq Border) With Moving Window Cross Specral Technique<\/td>\n Navid Sirous, Nima Dolatabadi, Ramin Movaghari, Ahmad Sadidkhoy<\/td>\n Velocity changes Monitoring, Moving Windows Cross Spectral method, Precursory, Earthquake, Sarpol-e Zahab<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
76<\/td>\n SEE8-ES07600426<\/td>\n Monitoring Of Induced Seismicity In Northeast British Columbia, Canada<\/td>\n Alireza Babaie Mahani<\/td>\n Induced Seismicity, Ground motion, Hydraulic fracturing, Montney formation, Western Canada sedimentary basin<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
77<\/td>\n SEE8-ES07690431<\/td>\n Joint Analysis Of The Alos-2 And Sentinel-1A Data On The 2017 Sefid Sang Earthquake, Northeastern Iran<\/td>\n Nematollah Ghayournajarkar, Yo Fukushima<\/td>\n Sefid Sang earthquake, InSAR, ALOS-2, Sentinel-1A, Coseismic deformation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
78<\/td>\n SEE8-ES07770438<\/td>\n Long-Range Correlations And Trends Between Consecutive Earthquakes<\/td>\n Mostafa Allameh Zadeh, Yasaman Maleki<\/td>\n Long-range dependence, Time-dependent Hurst exponent, Hilbert-Huang transform, Empirical mode decomposition, Seismic activities<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
79<\/td>\n SEE8-ES07770441<\/td>\n Earthquakes Probability Density Model In Copula Methods In Earthquakes Forecasting<\/td>\n Mostafa Allameh Zadeh<\/td>\n Gaussian Copula, clustering technique, earthquake patterns<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
80<\/td>\n SEE8-ES08110808<\/td>\n Double Differrence Relocation Of Earthquakes In Kermanshah Region, Western Iran<\/td>\n Yousef Nourian Kojabadi, Esmaeil Bayram Nejad, Mohammad Reza Gheitanchi, Hosein Fahimi<\/td>\n double difference, Kermanshah, earthquake relocation, residual RMS<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
81<\/td>\n SEE8-ES08591075<\/td>\n Genetic Algorithms In Tsunami Studies<\/td>\n Ahmad Ala Amjadi, Mohammad Mokhtari<\/td>\n Real-Value Genetic Algorithm, Tsunami, Spike Response Database<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
82<\/td>\n SEE8-ES08591076<\/td>\n Wavelet Analysis For Tidal Gauges Including Tsunami Data<\/td>\n Ahmad Ala Amjadi, Mohammad Mokhtari<\/td>\n Wavelet, Tide, Tsunami<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
83<\/td>\n SEE8-ES08760526<\/td>\n Three-Dimensional Coda Wave Attenuation Tomography Of A Volcano: A Case Of 1982\u201384 Seismic Unrest At Campi Flegrei Caldera, Southern Italy<\/td>\n Waheed Gbenga Akande, Luca De Siena, Quan Gan<\/td>\n Campi Flegrei, Coda waves, Seismic attenuation, Seismic tomography, Unrest<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
84<\/td>\n SEE8-ES09040719<\/td>\n Ml Shear Wave Velocity Tomography In Turkish Plateau<\/td>\n Fatemeh Gomar, Abdolreza Ghods<\/td>\n seismic tomography,Turkey, wave propagation, Anatolian plate,shear wave velocity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
85<\/td>\n SEE8-ES09130763<\/td>\n Upper Mantle Structures Of The Nw Iran Using 3D Teleseismic Tomography<\/td>\n Mohammad Veisi, Farhad Sobouti, Madjid Abbasi, Esmael Shabanian, Sebastien Chevrot<\/td>\n 3D tomography, Geodynamic reconstruction, Upper mantle Structures, Slab break-off<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
86<\/td>\n SEE8-ES09360957<\/td>\n Imaging Structure Of The Western Makran Subduction Zone By Receiver Functions Analysis<\/td>\n Rahil Mokhtarzadaeh, Farhad Sobouti, Keith Priestley, Abdolreza Ghods, Khalil Motaghi<\/td>\n Subduction, Receiver function, Makran, Moho, Slab<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
87<\/td>\n SEE8-RD08440493<\/td>\n Need Assessment For Emergency Supply In Evacuation Places After Earthquakes<\/td>\n Massoumeh Hassanzadeh, Kambod Amini Hosseini<\/td>\n Emergency Supply, Evacuation Places, Disaster, Requirement, Socio-Cultural, Sare-Pol-Zahab, Tent, Water, Food, Blanket, Safe School. Earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
88<\/td>\n SEE8-RD09300576<\/td>\n Improving Earthquake Disaster Management In Chain Supermarkets<\/td>\n Yasamin O. Izadkhah, Simin Asadzadeh Tarebari<\/td>\n Emergency Management, Populated Centers, Chain Supermarkets, Awareness<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
89<\/td>\n SEE8-RD09460661<\/td>\n Natural Disaster Management Open Access Repository In Iran (Ndm-Oar): The Importance And Necessity Of A Feasibility Study<\/td>\n Shahed Rashidi, Nader Naghshineh, Fatemeh Fahim Nia, Yasamin O. Izadkhah, Fatemeh Saghafi<\/td>\n Open Access Repository, Information Management, Natural Disasters, Feasibility Study<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
90<\/td>\n SEE8-RD10120836<\/td>\n (Locating The Earthquake Emergency Operation Centers Using Fuzzy Inference Systems (Case Study: Tehran Municipality 5)<\/td>\n Fariba Shadan, Abbas Talebloo, Parham Jahandideh<\/td>\n Disaster Management, Earthquake, Fuzzy Inference Systems, Fuzzy Analytic Hierarchy Process, E.O.C<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
91<\/td>\n SEE8-ES09420592<\/td>\n Upper-Mantle Shear Wave Velocity Structure Of The Northern Zagros From Teleseismic Tomography And Transdimensional Joint Inversion Of Long And Short Period Seismic Data<\/td>\n Meysam Mahmoodabadi, Farzam Yaminifard, Mohammad Tatar, Ayoub Kaviani<\/td>\n Seismic tomography, Joint inversion, Continental collision, Lithospheric structure, Zagros.<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
92<\/td>\n SEE8-ES09610725<\/td>\n Pattern Of Seismicity Around Zagros Main Recent Fault<\/td>\n Shadab Sadat Imani, Esmaeil Shabanian, Abdolreza Ghods, Maryam Akbarzadeh Aghdam<\/td>\n Seismotectonic, Zagros Main Recant fault, Seismicity, Multiple event relocation, Central Iran,HDC method, Structural bend<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
93<\/td>\n SEE8-ES09640955<\/td>\n Investigation Of Mantle Kinematics Beneath Nw Iran With The Comparison Of Teleseismic Direct S Waves And Sks<\/td>\n Shiva Arvin, Farhad Sobouti, Keith Priestly, Abdolreza Ghods, Seyed Khalil Motaghi, Frederik Tilmann, Tuna Eken<\/td>\n seismic anisotropy, upper mantle deformation, shear wave splitting, direct S wave,<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
94<\/td>\n SEE8-ES09690680<\/td>\n Estimation Of Uncertainty For Earthquake Source Inversions<\/td>\n Parvaneh Sadegh Nojehdeh, Khosro Moghtased-Azar, Haniyeh Zeynal Kheiri<\/td>\n Moment Tensor Inversion,Focal Mechanisms, Uncertainty Estimation,Data Error,Green's Function<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
95<\/td>\n SEE8-ES10380734<\/td>\n Seismic, Thermal, And Gravity Modeling Of The Iranian Lithosphere<\/td>\n Mojtaba Namvaran, Mohammad Tatar, Magdala Tesauro, Seyed Hani Motavalli-Anbaran, Abdelkrim Aoudia<\/td>\n Iranian Lithosphere, Receiver Function, Joint Inversion, Gravity Data, Thermal Modeling<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
96<\/td>\n SEE8-ES10380736<\/td>\n Inferring Shallow Mantle Temperatures Under Iranian Plateau From Inversion Of Shear-Wave Velocity Model<\/td>\n Mojtaba Namvaran, Mohammad Tatar, Magdala Tesauro<\/td>\n Thermal Structure, Anelasticity, Anharmonicity, Phanerozoic, Iranian Plateau<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
97<\/td>\n SEE8-ES10570802<\/td>\n Seismic Station Site Selection Based On Multi-Attribute Decision Making Approach<\/td>\n Iraj Rouhi, Reza Yousefi Zenouz<\/td>\n Seismic station, Site Selection, MADM, ANP, Fuzzy Topsis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
98<\/td>\n SEE8-ES10580906<\/td>\n Using The Airborne Geomagnetic Data For Recognizing The Causative Fault Of The 2013 Goharan Earthquake<\/td>\n Neda Najafi, Mohammad Mokhtari, Hasan Kheyrollahi<\/td>\n Keywords: airborne geomagnetic, Goharan earthquake, Makran subduction zone,<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
99<\/td>\n SEE8-ES10601050<\/td>\n Iran Strong Motion Network Renovation<\/td>\n Mohammad Pourmohammad Shahvar, Esmaeil Farzanegan, Attiyeh Eshaghi, Hossein Mirzaei Alavijeh<\/td>\n Iran, Strong Motion, Network, Monitoring<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
100<\/td>\n SEE8-ES10650848<\/td>\n Recognizing Aftershocks Of 2017 Hojedk Earthquakes Using Seismicity Parameters<\/td>\n Nadereh Amerian, Ramin Nikrouz<\/td>\n Hojedk, hyperbolic space-time windows, aftershock, main shock, statistical properties of seismicity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
101<\/td>\n SEE8-ES11210935<\/td>\n Consistency Of Idc Reviewed Event Bulletin With Other Global And National Seismic Bulletins In The Iranian Plateau<\/td>\n Ehsan Moradian, Anooshiravan Ansari<\/td>\n Earthquake location accuracy, IDC, ISC bulletin, IRSC bulletin, Iran plateau<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
102<\/td>\n SEE8-ES11360993<\/td>\n Monitoring Of Induced Seismicity In Dariyan Dam<\/td>\n Majid Mahood, Raheleh Shiryazdi<\/td>\n Induced Seismicity, Ground Motion, Dariyan Dam, Western Iran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
103<\/td>\n SEE8-ES11521013<\/td>\n Analyzing The Seismicity Of The Aegean Extension Region (West Turkey)<\/td>\n Gulten Polat<\/td>\n Aegean region, Gutenberg\u2013Richter relation, frequency of occurrence, spatial and temporal changes, b-value<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
104<\/td>\n SEE8-ES12011036<\/td>\n Use Of Cross-Correlation Method To Detect Aftershocks Of Mourmoury Earthquake<\/td>\n Iman Kahbasi, Ehsan Karkooti<\/td>\n Cross-correlation, Matched filter, Subspace detection, Aftershock, Ilam<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
105<\/td>\n SEE8-ES12371058<\/td>\n The Double Difference Relocation Of Aftershock Sequence Of 2017 Ezgeleh Earthquake<\/td>\n Farzaneh Mohammadi, Ali Moradi<\/td>\n Earthquake Relocation, Double Difference Method, Waveform Cross Correlation method, Ezgeleh earthquake, Aftershock Distribution<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
106<\/td>\n SEE8-ES12531071<\/td>\n The First Very-Small-Aperture Seismic Array In Iran For Monitoring Earthquakes And Volcanic Activities In Damavand Region; A Prelude To An Early Warning System For Metropolitan Tehran<\/td>\n Alireza Alinaghi<\/td>\n Array, Earthquake, Volcano, Early Warning, Tehran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
107<\/td>\n SEE8-EW02300925<\/td>\n Geomagnetic Data As A Precursor Of The September 5, 2018 Earthquake In Japan Mw= 6.6<\/td>\n Hamide Taheri Nia, Shahrokh Pourbeyranvand<\/td>\n Magnetic field, Characteristic curve, Magnetic anomaly, Earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
108<\/td>\n SEE8-EW02301046<\/td>\n Magnetic Field Observations For The 8 December 2016 Mw 6.0 China Earthquake<\/td>\n Pariya Yavarirad, Iman Kahbasi, Shahrokh Pourbeyranvand<\/td>\n Magnetic field, Characteristic curve, Anomaly, Earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
109<\/td>\n SEE8-EW06930344<\/td>\n Geomagnetic Anomaly Associated With 2018 Greece Earthquake<\/td>\n Hamid Khosravi, Ehsan Sharokhi<\/td>\n anomaly, earthquake precursor, Greece, natural curve<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
110<\/td>\n SEE8-EW10601052<\/td>\n Shakemaps Of Sarpol\u2013E Zahab Earthquake<\/td>\n Mohammad Pourmohammad Shahvar, Attiyeh Eshaghi, Esmaeil Farzanegan, Hossein Mirzaei Alavijeh<\/td>\n Iran, Strong Motion, Network, Monitoring<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
111<\/td>\n SEE8-EW11360953<\/td>\n Earthquake Early Warning For Sarpol-E Zahab Earthquake<\/td>\n Majid Mahood<\/td>\n Earthquake Early Warning Systems, B-\u0394 method, Single Station, Sarpol-e Zahab.<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
112<\/td>\n SEE8-EW11361008<\/td>\n New Frequency-Based Real-Time Magnitude Proxy For Earthquake Early Warning In Iran<\/td>\n Majid Mahood, Hamideh Taherinia<\/td>\n Earthquake early warning systems, Predominant periods, \u03c4p, Iran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
113<\/td>\n SEE8-EW11590980<\/td>\n An Aspect Of Envelope Curve Of Initial P-Waves For Earthquake Early Warning System<\/td>\n Reza Heidari<\/td>\n thquake Early Warning System, P-Wave, Envelope, B-Delta, Japan, Acceleration<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
114<\/td>\n SEE8-GE00400376<\/td>\n A Case Study Of Seismic Assessment Of Buried Pipelines<\/td>\n Kianoosh Farhang, Nima Mohammadi, Mehran Monfared<\/td>\n Pipeline, Seismic assessment, Lifeline, FEM, Pushover<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
115<\/td>\n SEE8-GE03510140<\/td>\n Seismic Displacement Of Cohesive-Frictional Slopes Using Newmark\u2019S Method<\/td>\n Ali Ramazan Borujerdi, Morteza Jiryaei Sharahi, Masoud Amel Sakhi<\/td>\n Newmark\u2019s method, Upper bound limit analysis, Displacement of soil slopes, Pseudo static method<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
116<\/td>\n SEE8-GE03940138<\/td>\n Fracture Anlaysis Of Cracked Rock Masses Under Compression-Shear Loading<\/td>\n Javad Akbardoost, Mahsa Tahmasebi<\/td>\n Rock fracture, Compression-shear loading, Cracked Brazilian disk, MTS criterion.<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
117<\/td>\n SEE8-GE05040257<\/td>\n Determination Of Seismic Bearing Capacity And Failure Mechanisms For Shallows Placed Adjacent To Slopes<\/td>\n Seyyed Mojtaba Mousavi, Morteza Jiryaei, Aydin Yari Ilkhchii, Zeynab Mahdavi<\/td>\n Bearing capacity; Earthquakes; Slopes; Foundations; Failure mechanism<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
118<\/td>\n SEE8-GE05040832<\/td>\n Determination Of Seismic Bearing Capacity Factor N\u03b3e Using Modified Pseudo-Dynamic Method<\/td>\n Seyyed Mojtaba Mousavi, Mohsen Saleh Asheghabadi, Zulfiqar Ali, Morteza Jiryaei<\/td>\n Bearing capacity; Seismic; Logspiral; Shallow; Pseudo-Dynamic.<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
119<\/td>\n SEE8-GE06520305<\/td>\n Analysis Of Soil-Nailed Walls Using A Pseudo-Dynamic Approach, Considering The Effect Of Nails<\/td>\n Morteza Ahmadi, Morteza Jiryaei Sharahi<\/td>\n overall stability, active seismic pressure coefficient, pseudo-dynamic approach, damping ratio, earthquake conditions<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
120<\/td>\n SEE8-GE06600408<\/td>\n Reliability Analysis Of Seismic Stability Of Unsaturated Soldier Piled-Excavation<\/td>\n Ali Johari, Alireza Kalantari<\/td>\n Reliability, Soldier piles, Excavation, Random Finite Element, Unsaturated<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
121<\/td>\n SEE8-GE08630525<\/td>\n Predicting Strain Demand Histories Imposed On Box-Shaped Underground Structures In Seismic Events<\/td>\n Seyed Javad Fattahi, Hossein Jahankhah<\/td>\n seismic demands, underground structures, time history response, soil-structure interaction, probabilistic algorithm<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
122<\/td>\n SEE8-GE09910674<\/td>\n Effect Of Applied Surcharge Length On Seismic Behavior Of Broken-Back Wall<\/td>\n Babak Ebrahimian, Amir Reza Zarnousheh Farahani, Ali Noorzad<\/td>\n Broken-back, Block quay wall, Non-linearity, Dynamic analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
123<\/td>\n SEE8-GE09930672<\/td>\n Seismic Effective-Stress Analysis Of Caisson Quay Wall With Liquefiable Backfill<\/td>\n Babak Ebrahimian, Mohammadreza Farboud<\/td>\n Caisson, Gravity quay wall, Seismic performance, Non-linear dynamic analysis, Liquefaction<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
124<\/td>\n SEE8-GE09940673<\/td>\n Numerical Evaluation Of Seismic Behavior Of Rubble-Mound Breakwaters Rested On A Liquefiable Seabed Soil Layer<\/td>\n Babak Ebrahimian, Armin Hosseinpanahi<\/td>\n Rubble-mound, Breakwater, Liquefaction, Seismic deformation, Earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
125<\/td>\n SEE8-GE09960675<\/td>\n Effect Of Liquefiable Soil Layer Position On Dynamic Performance Of Anchored Diaphragm Walls \u2013 A Numerical Assessment<\/td>\n Babak Ebrahimian, Saeed Bahmani<\/td>\n Anchored diaphragm wall, Liquefaction, Non-linearity, Dynamic analysis, Deformation mechanism<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
126<\/td>\n SEE8-GE09970699<\/td>\n Evaluation Of Seismic Fragility Curve Of A Typical Embankment Dam<\/td>\n Reza Afzalsoltani, Mohammad Davoodi, Abbas Pourdeilami<\/td>\n Fragility, Embankment dam, Perfectly matched layer, Interaction, Finite element<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
127<\/td>\n SEE8-RD12071034<\/td>\n Developing A New Model For Estimation The Number Of Injured After Potential Earthquakes For Iran<\/td>\n Shayan Tabasian, Kambod Amini Hosseini<\/td>\n Estimation number of injured, disaster management<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
128<\/td>\n SEE8-GE10490769<\/td>\n Seismic Response Analysis Of A Reinforced Soil Wall<\/td>\n Abbas Pourdeilami, Mohammadreza Moshtaghi, Reza Arabsarhangi<\/td>\n Reinforced soil wall, Seismic response, Numerical analysis, Deformation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
129<\/td>\n SEE8-RE11091020<\/td>\n The Impact Of Damage Functions Used To Determine The Cat Bonds Trigger<\/td>\n Milad Ghafarian Mashhadi Nezhad, Hamid Zafarani, Mohammad Rahimian<\/td>\n Catastrophe bonds trigger, parametric loss estimation, basis risk, seismic risk analysis, earthquake insurance<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
130<\/td>\n SEE8-GH00910264<\/td>\n Seismically Triggered Landslide Potential In The Reservoir Of Gotvand Dam, Iran<\/td>\n Arash Barjasteh<\/td>\n Seismic triggering, landslide potential, Ambal ridge, Gotvand dam<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
131<\/td>\n SEE8-GH01300043<\/td>\n Liquefaction Potential Hazard In Ghazan Chay Dam Soil Layers With Using Standard Penetration Test Results<\/td>\n Mehrdad Bagheri, Firouz Baradar Razizadeh, Rouzbeh Dabiri<\/td>\n Liquefaction, Hazards, Ghazan Chay Dam, Standard Penetration Test (SPT)<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
132<\/td>\n SEE8-GH06360289<\/td>\n Pseudo-Dynamic Slope Stability Stochastic Analysis By Random Finite Element Method<\/td>\n Ali Johari, Mohammad Zandpour<\/td>\n slope stability, stochastic, pseudo-static, finite element method<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
133<\/td>\n SEE8-GH06561031<\/td>\n Analytical Investigation Of Reverse Faulting Effects On Buried Steel Pipelines With New Method<\/td>\n Zahra Rezaiedokht, Sayyed Mojtaba Moosavi, Mohammad Kazem Jafari<\/td>\n Analytical Method, Bending, Reverse Fault, Buried Pipeline<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
134<\/td>\n SEE8-RI02700192<\/td>\n Questionaire-Based Quantification Of Seismic Resilience In Iranian Hospitals<\/td>\n Seyed Mohammad Reza Hosseini Mousavi, Salar Arian Moghadam<\/td>\n Resilience - Recovery - Structural components - Nonstructural components - Vulnerability<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
135<\/td>\n SEE8-GH06870354<\/td>\n Earthquake Response Of Slopes Under Massive Loads<\/td>\n Mostafa Masoudi, Asma Ghorbani Vadeghani<\/td>\n Seismic slope stability, Slope-structure interaction, Total stress analysis, Sliding displacement, Nonlinear stress deformation analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
136<\/td>\n SEE8-GH07990468<\/td>\n Interaction Of Underground Tunnel And Existing Shallow Foundations Affected By Normal Faults<\/td>\n Sadegh Ghavami, Alireza Saeedi Azizkandi, Mohammad Hasan Baziar, Mehrdad Rajabi<\/td>\n Normal Fault, Shallow Foundation, Underground Tunnel, Interaction<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
137<\/td>\n SEE8-RI09620622<\/td>\n A Quantitative Study On The Resilience Of Hospitals And Medical Centers (Case Study Of Madani Hospital In Karaj)<\/td>\n Mohammadreza Ghayamghamian, Fatemeh Bozorgi<\/td>\n Seismic Resilience, Risk Reduction, Hospitals and Healthcare Centers, Prioritization of Retrofit and Rehabilitation, Cost-Benefit Function<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
138<\/td>\n SEE8-GH08310835<\/td>\n Behavior Of Earth Dams Due To Downsampling-Based Records<\/td>\n Fatemeh Nasiri, Hamed Javdanian, Ali Heidari<\/td>\n Earth dam, Seismic behavior, Earthquake, Downsampling process, Numerical study<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
139<\/td>\n SEE8-GH08650609<\/td>\n Recent Advances In Probabilistic Prediction Of Seismic Sliding Displacement Of Slopes<\/td>\n Ali Lashgari, Yaser Jafarian, Abdolhosein Haddad<\/td>\n Landslide, seismic displacement, fragility curve, predictive model, shallow crustal earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
140<\/td>\n SEE8-RL00401087<\/td>\n Seismic Fragility Assessment Of Bridges: A State Of Art Review<\/td>\n Nima Mohammadi, Nemat Hassani, Amir Saedi Daryan, Abdolreza Sarvgad Mogadam<\/td>\n Fragility curves, Probabilistic evaluation, Vulnerability assessment, Bridge, Risk mitigation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
141<\/td>\n SEE8-GH09750844<\/td>\n Reverse Fault Rupture Mitigation Measures For Continuous Shallow Tunnels<\/td>\n Mehdi Sabagh, Abbas Ghalandarzadeh<\/td>\n Reverse faulting, Continuous tunnel, Damage mitigation measures, Geotechnical centrifuge<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
142<\/td>\n SEE8-GH10390807<\/td>\n Numerical Study And Regrassion Model For Lateral Spreading<\/td>\n Mohsen Mahboubinia, Ali Lashkari<\/td>\n Lateral spreading, Statistical analysis, Fully coupled dynamic analysis, Constitutive model, Liquefaction<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
143<\/td>\n SEE8-GH12041033<\/td>\n Numerical Investigation Of Surface Fault Rupture Hazard Mitigation For Spread Footing<\/td>\n Atiyeh Karami, Sayyed Mojtaba Moosavi, Mohammad Kazem Jafari<\/td>\n Fault Rupture, Mitigation, V barrier<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
144<\/td>\n SEE8-GS00400236<\/td>\n Models Used For Seismic Ssi Problems: A Review<\/td>\n Mohammad Safi, Nima Mohammadi<\/td>\n SSI models, Seismic behavior, Soil structure interaction, Structural dynamics<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
145<\/td>\n SEE8-RL05760243<\/td>\n Presentation Of A New Method For Assessment Direct Losses From Earthquake In Iran<\/td>\n Ghazaleh Fallah Mortezaei, Erfan Firuzi, Kambod Amini Hosseini<\/td>\n Earthquake, Disaster management, Risk reduction, Direct economic loss, Peak ground acceleration<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
146<\/td>\n SEE8-RD06940346<\/td>\n Explaining Sustainability Criteria In Post-Disaster Temporary Housing<\/td>\n Elnaz Asgari Namin, Ali Javanforouzande<\/td>\n Post-disaster temporary housing, Culturally inadequate, Sustainability, Resilience, Vulnerability<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
147<\/td>\n SEE8-RU02960613<\/td>\n Sustainable Disaster Risk Reduction Through Risk Sensitive Land Use Planning<\/td>\n Abbas Fathi Azar, Raquib Ahsan, Mehedi Ansary<\/td>\n Earthquake Hazard, Risk Sensitive Land use Plan, Disaster Risk Reduction, GIS, flood hazard<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
148<\/td>\n SEE8-SC09660627<\/td>\n The Right To The City & Safe Life And The Challenges Of The Legal System Governing The Safety Of Buildings In Iran<\/td>\n Roya Zarenemati<\/td>\n Right to the City, Safety of Buildings, Rules, Events, Citizens<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
149<\/td>\n SEE8-SD01950629<\/td>\n Displacement-Based Approach For Seismic Design Of Highway Bridges According To New Aashto Guide Specifications<\/td>\n Omid Afsharian Zadeh, Seyed Mohammad Razavi, Mohammad Reza Manshoori<\/td>\n Highway bridge, Vulnerability, FVD, Seismic retrofit, Near fault site<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
150<\/td>\n SEE8-SD03700322<\/td>\n Evaluation Of Seismic Behavior Of Steel Frames Equipped With Off Center Bracing And Ebf Bracing Under The Near And Far Field Earthquakes<\/td>\n Hadi Aboutalebi, Reza Alghasi, Elham Najafi Saremi Dehghan<\/td>\n nonlinear dynamic analysis, Off center bracing, EBF bracing, Near and far field earthquakes<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
151<\/td>\n SEE8-SD01210144<\/td>\n Seismic Performance Evaluation Of Code-Designed Grandstand Structure Of A Roofless Sport Stadium<\/td>\n Mahboobeh Pirizadeh, Farnood Saber Nikoopasand, Baitollah Badarloo<\/td>\n Probabilistic seismic performance, Crowd-Structure Interaction, Grandstand Structure, Sport Stadium, Incremental Dynamic Analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
152<\/td>\n SEE8-SD01760063<\/td>\n Seismic Performance Of Moment-Resisting Steel Structures With Slit- Friction Hybrid Damper<\/td>\n Azadeh Khoshkroodi, Hossein Parvini Sani<\/td>\n Earthquake, Seismic Analysis, Non-linear Analysis, Steel Frame<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
153<\/td>\n SEE8-SD03770242<\/td>\n Evaluation Of Standard No. 2800 Regulations In Designing Of Buildings With Great Importance<\/td>\n Mussa Mahmoudi Sahebi, Ali Asghar Yadegari<\/td>\n Highly important buildings, Standard no. 2800, Response Modification Factor, Immediate Occupancy Performance, nonlinear time history analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
154<\/td>\n SEE8-SD03600124<\/td>\n Direct Performance Based Seismic Design Of A Strong-Back Bracing System By Using Yield Frequency Spectra Method<\/td>\n Mohammad Reza Salek Faramarzi, Touraj Taghikhany<\/td>\n Performance Based Design, Yield Frequency Spectra, Strong-Back System, Probabilistic Performance Assessment<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
155<\/td>\n SEE8-SD03630329<\/td>\n Improvement Of The Performance Of Reduced-Level Steel Beams (Rbs), By A New Type Of Stiffener, Under Cyclic Loading<\/td>\n Reza Alghasi, Hadi Aboutalebi, Seyed Hamid Reza Kargar<\/td>\n RBS, reduced sections, ABAQUS, cyclic loading, stiffeners<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
156<\/td>\n SEE8-SD04880454<\/td>\n Simulation Of Earthquake-Induced Collapse In A Super Tall Building With Mega Braced Tube<\/td>\n Sima Aramesh, Hadi Ziari<\/td>\n super tall buildings, collapse simulation; finite element model; fiber-beam model; framed tube<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
157<\/td>\n SEE8-SD06050700<\/td>\n A Review On Lightweight Aggregate Incorporation In Bio-Concrete From A Structural Viewpoint<\/td>\n Shadi Zeinali, Ali Massumi, Vida Tafakori<\/td>\n Self-Healing Concrete, Bacterial Agent, MICP, Lightweight aggregate treatment, Metabolic Pathways<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
158<\/td>\n SEE8-SD05220313<\/td>\n Evaluation Of Seismic Design Approach On Rc\/Mr Building Using Different Probabilistic Methods<\/td>\n Dariush Alimohammadi, Esmaeel Izadi-Zamanabadi<\/td>\n Direct Displacement Based Design, RC Frame, Incremental Dynamic Analysis, Probabilistic Evaluation, Confidence Level<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
159<\/td>\n SEE8-SD05610235<\/td>\n Investigating The Effects Of Length And Cross-Section Area Of The Yielding Zone Of Buckling Restrained Braces On The Cyclic Behavior Of Buckling Restrained Braced Frames<\/td>\n Ehsan Dehghani, Narges Babaei, Alireza Zarrineghbal<\/td>\n Buckling-restrained brace, Energy absorption demand, Cyclic behavior, Yielding zone<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
160<\/td>\n SEE8-SD09950670<\/td>\n Linear & Nonlinear Evaluation Of Improving Performance Level Of Cbf Steel Structures Using Importance Factor<\/td>\n Sina Hosseini, Jalil Shafaei, Sadegh Ghaseimi<\/td>\n Seismic Performance level, Linear and nonlinear Static Method, Converging and divergent Bracing system, purpose of retrofit, Iranian Seismic code<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
161<\/td>\n SEE8-SD09980679<\/td>\n Linear Evaluation Of Improving Performance Level Of Ebf Steel Structures Using Importance Factor<\/td>\n Sadegh Ghasemi, Jalil Shafaei, Sina Hosseini<\/td>\n Seismic Performance level, Linear and nonlinear Static Method, divergent Bracing system, purpose of retrofit, Iranian Seismic code<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
162<\/td>\n SEE8-SD09370724<\/td>\n Multi-Objective Shape Optimization Of Steel Shear Panel Dampers<\/td>\n Behrokh Hosseini Hashemi, Babak Keykhosro Kiani<\/td>\n Low-cycle-fatigue, Shear panel damper, Tabu search, buckling, Finite element analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
163<\/td>\n SEE8-SH07830566<\/td>\n A New Output-Only Modal Space Framework To Identify Closely-Spaced Modes And Structural Mass Distribution Using Blind Source Separation.<\/td>\n Alireza Ghafouri, Hossain Jahankhah<\/td>\n Output-Only System Identification, Blind Modal Identification, Time-Frequency Distribution, Mass Distribution Approximation, Closely-spaced mode<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
164<\/td>\n SEE8-SM04030295<\/td>\n Eliminating The Coupling Beams Of Upper Stories In Torsional Irregular Mid-Rise Rc-Coupled Shear Wall Structures<\/td>\n Ramezan Ali Izadifard, Seyed Benyamin Adibzadeh<\/td>\n Torsional Irregularity, Mid-Rise Building, RC-Shear Wall, Coupling beam, Opening<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
165<\/td>\n SEE8-SD09840659<\/td>\n Evaluation Of Redundancy Factor In Steel Structures With Eccentric Bracing System<\/td>\n Fatemeh Riyahi, Hosseinali Rahimibondarabadi, Abolfazl Eslamihassanabadi<\/td>\n Redundancy factor, Structural redundancy, Static nonlinear analysis, Eccentric braces, Seismic design<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
166<\/td>\n SEE8-SD10030688<\/td>\n A New Repairable Concentric Brace With Dual-Performance<\/td>\n Jamal Mahmoudi, Behrokh Hosseini Hashemi, Abdolreza Sarvghad Moghadam<\/td>\n Repairable, Dual-Performance, Concentric Brace, Yielding Plates, Finite Element Method<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
167<\/td>\n SEE8-SH03760169<\/td>\n Identification Of Ibarra-Medina- Krawinkler Hysteresis Model Parameters Using Particle Swarm Optimization Algorithm<\/td>\n Seyed Mohammad Javad Hosseini Asl, Seyed Hossein Mahdavi, Fayaz Rahimzadeh Rofoei<\/td>\n Hysteresis, Nonlinear structural identification, Particle swarm optimization, Deterioration<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
168<\/td>\n SEE8-SM04720193<\/td>\n Investigation Of Parameters Affecting The Seismic Behaviour Of Reinforced Concrete Arch Bridges<\/td>\n Adham Gholipour, Mohammadreza Davoudi, Hossein Yousefpour<\/td>\n Arch Bridges, Nonlinear Time History Analysis, Drift, Chord Rotation, Unseating<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
169<\/td>\n SEE8-SM05430353<\/td>\n Probabilistic Sdof Models For Performance Assessment Of Buildings<\/td>\n Shaghayegh Vaseghiamiri, Mojtaba Mahsuli, Mohammad Ali Ghannad, Farzin Zareian<\/td>\n Single-degree-of-freedom models, Probabilistic analysis, Seismic assessment, Collapse performance, Push-over analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
170<\/td>\n SEE8-SM05970258<\/td>\n The Investigation Of Safe Residual Drift Of Symmetric Rc Corewall Structures Against Immediate Aftershocks<\/td>\n Mohammadreza Shamlu, Mohsen Tehranizadeh, Arsam Taslimi<\/td>\n Residual drift, Core-wall, Safety, Mainshock-aftershock analysis, Fragility<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
171<\/td>\n SEE8-SM06250350<\/td>\n An Investigation On The Effect Of Infill Walls On The Fundamental Period Of Moment-Resisting And Eccentrically Braced Steel Frames Structures With Consideration Of Soil-Structure Interaction<\/td>\n Kianoosh Kiani, Sayed Mohammad Motovali Emami<\/td>\n Fundamental period, Infill wall, Moment-resisting steel, EBF, Soil-structure interaction<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
172<\/td>\n SEE8-SM08450494<\/td>\n Evaluation Of Higher Modes Effects In Estimation Of Seismic Response Parameters Of Tall Hybrid Mega Zipper Skeletons<\/td>\n Mahboobeh Aboutalebi, Afshin Meshkat-Dini, Jafar Keyvani-Ghamsari<\/td>\n Tall Building, Higher Modes, Modal Pushover,Modal Participation, Near field Record<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
173<\/td>\n SEE8-SM09730663<\/td>\n Modal Identification Of Structures Via Video Processing And Blind Source Separation<\/td>\n Afsaneh Bekrpoushideh, Omid Khademhosseini, Ali Keyhani, Alireza Ahmadyfard<\/td>\n Modal Identification, Video Magnification, Structural Health Monitoring, Blind Source Separation, Output-only Identification<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
174<\/td>\n SEE8-SM11640995<\/td>\n Estimating The Duration Effects In Structural Responses By A New Energy-Cycle Based Parameter<\/td>\n Mojtaba Harati, Mohammadreza Mashayekhi, Homayoon E. Estekanchi<\/td>\n Motion duration, Strong-motion duration, Number of cycles of motion, Number of nonlinear cycles, Degrading behavior<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
175<\/td>\n SEE8-GS01680048<\/td>\n Seismic Site Response Induced By A Sedimentary Basin: 1D And 2D Numerical Analysis<\/td>\n Hamid Alielahi, Maryam Rahimi<\/td>\n Sedimentary Basin, Numerical Modeling, Seismic Amplification, Response Spectra<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
176<\/td>\n SEE8-GS01680147<\/td>\n Boundary Element Method Applied To Simulate The Seismic Response Of Slope Topographies On Underground Cavities For Incident P, Sv Waves<\/td>\n Hamid Alielahi, Peyman Karimkhani<\/td>\n Seismic Response, Amplification Pattern, Slope-Cavity Interaction, Boundary Element Method (BEM), SV and P Waves<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
177<\/td>\n SEE8-SR01950533<\/td>\n Seismic Retrofit Of A Typical Highway Bridge In Tehran Using Fluid Viscous Dampers<\/td>\n Omid Afsharian Zadeh, Seyed Mohammad Razavi, Mohammad Reza Manshoori<\/td>\n Highway Bridge, Vulnerability, FVD, Seismic Retrofit, Near Fault Site<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
178<\/td>\n SEE8-GS01680159<\/td>\n Ground Response Spectra Induced By A Liquefiable Soil Layer As Natural Seismic Isolation<\/td>\n Mahsa Ashtari, Hamid Alielahi<\/td>\n Liquefiable Layer, Site Response Spectra, Multiple Earthquakes, Seismic Isolation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
179<\/td>\n SEE8-SR03740207<\/td>\n The Assessment Of The Seismic Performance Of The Rc Buildings Having One Or Two Soft-Stories Retrofitted With Gapped Inclined Bracing<\/td>\n Amir Abbas Shahsahebi, Zakariya Waezi<\/td>\n Soft Story, Seismic Performance, Seismic Retrofitting, Gapped Inclined Bracing(GIB), Seismic Loss<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
180<\/td>\n SEE8-GS02960619<\/td>\n Effects Of Groundwater Level Fluctuation On Superstructure\u2019S Seismic Behaviour In Dhaka City<\/td>\n Abbas Fathi Azar, Hamidul Ahasan, Raquib Ahsan, Mehedi A. Ansary<\/td>\n Nonlinear site effect, Time History analysis, structural performance, BNBC 2017, pore pressure<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
181<\/td>\n SEE8-GS03890137<\/td>\n Investigating The Effect Of Changes In Weight And Embedding Depth Of The Basement On Structural Lateral Displacement In Soil-Structure Interaction System<\/td>\n Mansur Nuri, Hamidreza Tavakoli<\/td>\n Displacement, Soil-Structure Interaction, Embedding Depth, Weight, Basement<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
182<\/td>\n SEE8-GS03900149<\/td>\n Some Contribution To Rational Design Of Piled Raft Foundation For Oil Storage Tanks On Non-Liquefiable Ground: Application Of Dynamic Centrifuge Modeling<\/td>\n Seyed Mohammad Sadegh Sahraeian, Jiro Takemura<\/td>\n Oil storage tank, Design of Piled raft foundation, Centrifuge modeling<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
183<\/td>\n SEE8-GS04220855<\/td>\n Kinematic Soil-Structure Interaction Effects On Inelastic Systems With Embedded Foundation<\/td>\n Hamid Asadi-Ghoozhdi, Reza Attarnejad<\/td>\n Kinematic interaction, Foundation input motion, Embedded foundation, Soil-structure interaction<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
184<\/td>\n SEE8-SR08170475<\/td>\n Retrofit Of Defective Exterior Beam-Column Connections<\/td>\n Amirhoushang Akhaveissy, Ali Permanoon, Roya Raeisi<\/td>\n Defective connection, RC frame, Retrofitting, Brittle behavior of RC connections<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
185<\/td>\n SEE8-SR08870756<\/td>\n The Side-Effects Of Retrofitting Rc Frames With Steel X-Braces<\/td>\n Mahmoud Reza Maheri, Ali Rahimi<\/td>\n seismic retrofitting; steel X-bracing; RC frame; RC joints; seismic response<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
186<\/td>\n SEE8-SR10150732<\/td>\n Investigating The Effect Of Frp-Strengthening On The Performance Of Real-Scale Shs Brace<\/td>\n Parisa Shadan, Fariba Shadan<\/td>\n Square hollow section brace, Local buckling inhibition, FRP strengthening, Numerical modeling, Carbon fiber\u2013reinforced polymer (CFRP)<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
187<\/td>\n SEE8-SR10990931<\/td>\n Investigation Of Seismic Behavior Of Reinforced Concrete Shear Walls Rehabilitated With Frp Sheets<\/td>\n Roya Mousapour, Mostafa Rezvani Sharif, Seyed Bahram Beheshti Aval<\/td>\n Concrete Shear Walls, High-rise Shear Walls, FRP reinforcement, CFRP and GFRP strengthening layers<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
188<\/td>\n SEE8-ST01720148<\/td>\n Parametric Study Of Masonry Wall Retrofitted By Engineered Cementitious Composites<\/td>\n Alireza Namayandeh, Farshid Jandaghi Alaee, Sohail Majid Zamani<\/td>\n ECC mortar, Numerical analyses, URM wall, Retrofitting, Clay brick<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
189<\/td>\n SEE8-ST01720160<\/td>\n Experimental Investigation On The Shear-Sliding Behaviour Of Masonry, Retrofitted By Engineered Cementitious Composites<\/td>\n Alireza Namayandeh, Farshid Jandaghi Alaee, Sohail Majid Zamani<\/td>\n ECC mortar, Triplet test, Brick masonry, Shear strength, Retrofitting<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
190<\/td>\n SEE8-SH08080463<\/td>\n Experimental Determination Of The Natural Frequency Of Vibration Of St. Stephanos Church Using Ambient Vibrations<\/td>\n Vahid Masoomi, Abdolhossein Fallahi, Toshikazu Ikemoto, Masakatsu Miyajima, Jafar Karashi<\/td>\n St. Stepanos church, Natural frequency, Microtremor, J-SESAME software, Four-spectral method<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
191<\/td>\n SEE8-SH09390589<\/td>\n Damage Detection In Continues Bridge Deck And Asce Benchmark Via Instantaneous Energy Method<\/td>\n Mohammad Javad Khosraviani, Omid Bahar, Hoomsn Ghasemi<\/td>\n Damage detection, Structural health monitoring, Instantaneous responses, Energy index, ASCE benchmark<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
192<\/td>\n SEE8-SH09901070<\/td>\n Comprehensive Identification Of Nonlinear Structural Systems With The Low Number And Non-Homogeneous Sensing Using Modern Bayesian Methods<\/td>\n Omid Khademhosseini, Ali Keyhani, Mohammad Mahdi Khatibi<\/td>\n System identification, Particle filter, Unscented Kalman filter, Bayesian methods, Inverse Problem<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
193<\/td>\n SEE8-SI02040157<\/td>\n Development Of Fragility Curves For Asymmetrical Reinforced Concrete Buildings Equipped With Viscous Dampers<\/td>\n Mehdi Sadeghi Aref, Mohammadreza Mansoori, Abdolreza Sarvghad Moghaddam<\/td>\n Asymmetric in plan, Mass asymmetric, Incremental dynamic analysis (IDA), Viscous damper, Fragility curve, Reinforced concrete moment resistance frame<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
194<\/td>\n SEE8-SI02450068<\/td>\n Numerical Evaluation Of Multi Level Yielding Ring Damper<\/td>\n Hossein Tizhoosh, Elham Moaddab, Gholamreza Baghban Golpasand<\/td>\n Hybrid, Ring Damper, Moderate earthquake, Sever earthquake, Energy dissipation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
195<\/td>\n SEE8-ST09450666<\/td>\n Development And Experimental Validation Of A Self-Centering System For Damage Avoidance Design<\/td>\n Alireza Manafpour, Mehdi Abdeli Bisafar<\/td>\n Self-Centering, High Force To volume Damper (HF2V), Damage Avoidance Design, Disc Spring<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
196<\/td>\n SEE8-ST11711006<\/td>\n Mechanical Properties Of Compressed Adobe Brick<\/td>\n Amir Azmani Mollabashi, Mohammad Amin Mohammadi Alborzi, Baitollah Badarloo, Mahdi Mohammadi Alborzi<\/td>\n Mix design; Compressed Adobe; Compressive strength; Abaqus<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
197<\/td>\n SEE8-SV01330253<\/td>\n The Effect Of Vertical Excitations On The Collapse Risk Assessment Of Rc Frame-Core Wall Structures<\/td>\n Arsam Taslimi, Mohsen Tehranizadeh Haghighifar, Mohammadreza Shamlu<\/td>\n Span Length, Collapse Risk, IDA, Fragility, Vertical Excitation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
198<\/td>\n SEE8-SV03360842<\/td>\n Seismic Performance Assessment Of Concrete Moment-Resisting Frames With Construction Error Against Near-Fault Strong Ground Motions<\/td>\n Ehsan Khojastehfar, Hamid Ghanbari, Farzad Mirzaei Aminian<\/td>\n near-fault strong ground motions, Concentrated Plasticity model, non-linear time history analysis, fragility curves, Seismic Performance<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
199<\/td>\n SEE8-SV06070394<\/td>\n Trust Platform: The First Building-Specific Seismic Risk Assessment Tool For Iran<\/td>\n Hamidreza Salmasi Javid, Mostafa Soltaninejad, Keyvan Shams Kolaei, Masoud Mohammadgholiha, Erfan Firuzi, Parisa Toofani Movaghar, Siavash Soroushian<\/td>\n Seismic risk assessment, Loss estimation, Kermanshah earthquake, TRUST, PACT<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
200<\/td>\n SEE8-SV07710428<\/td>\n Collapse Vulnerability And Fragility Analysis Of Rc Bridges Rehabilitated With Frp Layers<\/td>\n Ali Naseri, Hossein Pahlavan<\/td>\n Collapse Vulnerability, FRP layers, vertical component of earthquake, RC Bridge, Rehabilitation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
201<\/td>\n SEE8-SV07710880<\/td>\n Seismic Fragility Analysis Of Highway Curved Bridges<\/td>\n Ali Naseri, Alireza Mirzagoltabar Roshan, Hossein Pahlavan, Gholamreza Ghodrati Amiri<\/td>\n Fragility Curves, Seismic Performance Assessment, Curved Bridges, OpenSEES<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
202<\/td>\n SEE8-SV07820466<\/td>\n Effects Of Bi-Directionl Loading On Ductility Capacity Of High Strength Rc Piers<\/td>\n Afshin Kalantari, Ali Asgari<\/td>\n RC column, High strength concrete, Bi-directional moment, Torsion, Seismic capacity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
203<\/td>\n SEE8-SV08280484<\/td>\n Investigation And Comparison Of The Destruction Of Brick And Concrete Structures Using The Blast<\/td>\n Amirhosein Mohajer, Jalil Shafa'I<\/td>\n blast, destruction, brick structure, concrete structure<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
204<\/td>\n SEE8-SV08770530<\/td>\n Seismic Vulnerability Assessment Of Rc Bridge With Unequal Piers Using Energy-Based Damage Index<\/td>\n Shima Mahboubi, Mahmoudreza Shiravand<\/td>\n Damage Index, RC Bridge, IDA, Piers, Elastomeric Bearings<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
205<\/td>\n SEE8-SI02860424<\/td>\n Investigating The Effect Of Vertical Component In Concrete Structures With Irregularities Of Mass And Hardness<\/td>\n Seyed Mohammad Hosseini Kordkheyli, Mohamadhosseini Alizade, Amene Taherpoor<\/td>\n Nonlinear dynamic analysis, Vertical component, Near field, Irregularities of mass<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
206<\/td>\n SEE8-SI04710190<\/td>\n Seismic Response Control By Orb-Bowl (Ob) Tmd System<\/td>\n Mehran Akhavan Salmassi, Ali Kheyroddin, Ali Hemmati<\/td>\n passive control, Tune mass damper, seismic response, energy dissipation, numerical analyses.<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
207<\/td>\n SEE8-SV08870937<\/td>\n Some Lessons From The Sarpole-Zahab Earthquake Of November 2017<\/td>\n Mahmoud Reza Maheri, Sahar Zarandi<\/td>\n Sarpole-zahab earthquake, site effects, earthquake damage, seismic response<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
208<\/td>\n SEE8-SI05650299<\/td>\n Efficiency Of Semi Active Tuned Mass Damper On Improving Seismic Response Of Steel Structure In Close And Remote Region<\/td>\n Arad Alavian Ghavanini, Peyman Homami<\/td>\n Semi-active control, structural control, seismic response, tuned mass damper, close and remote region<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
209<\/td>\n SEE8-SV08990556<\/td>\n Fragility Curves For A 5-Story Steel Braced Frame In Near-Fault Area<\/td>\n Mohammadreza Ghayemghamian, Mohammad Dolatshahi<\/td>\n Fragility, Near-fault, IDA, Braced-frame, Mid-rise building<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
210<\/td>\n SEE8-SI06200361<\/td>\n Examining The Effective Parameters Of Fuse In Seismic Behavior Of Low Damage Steel-Braced Frame Systems<\/td>\n Elahe Tajik, Abdolreza Sarvghad Moghadam<\/td>\n Lateral resisting system, Rocking, Fuse, Post tensioning tendon, Low damage system<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
211<\/td>\n SEE8-SV09000795<\/td>\n Inexpensive Damage Detection Of Cable-Stayed Bridges By Using Signal Processing And Machine Learning<\/td>\n Ehsan Darvishan, Mohammad Hossein Afshar Movahed, Mohammad Sadegh Torabi<\/td>\n Structural Health Monitoring, Damage Detection, Signal Processing, Cross Wavelet Transformation, Support Vector Machine<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
212<\/td>\n SEE8-SI08240509<\/td>\n Evaluate The Seismic Behavior Of The Base-Isolated Buildings Subjected To Different Type Of Ground Motions With Different Components<\/td>\n Mohammad Reza Bagerzadeh Karimi, Mehmet Cemal Gene\u015f<\/td>\n lead-core rubber bearing (LCRB), probabilistic evaluation, seismically isolated buildings, peak ground acceleration (PGA), peak ground velocity (PGV)<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
213<\/td>\n SEE8-GS04490177<\/td>\n Using Synthetic Liner System For Attenuation Of Seismic Response Of Landfills<\/td>\n Maryam Payami, Hamid Alielahi<\/td>\n Synthetic Liner System, Landfill, Numerical Modeling, Response Spectra<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
214<\/td>\n SEE8-GS04640904<\/td>\n Attenuation Of Seismic Amplification On Tunnel Using By Metasoil<\/td>\n Mohsen Maleki, Masoud Mounesi Sorkheh, Mohammad Iman Khodakarami<\/td>\n Amplification, Tunnel, MetaSoil, Reduction, SV wave<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
215<\/td>\n SEE8-GS05360573<\/td>\n Studying The Effects Of Soil-Structure Interaction On The Performance Point Characterestics Of Highrise Framed Tube Structures Containing Truss Belts<\/td>\n Armen Assatourians, Mohammad Reza Mehrdoust<\/td>\n Soil-Structure Interaction, Framed Tube Tall Structures, Capacity Spectrum, Modal Pushover Analysis, Pseudo-Acceleration Spectrum<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
216<\/td>\n SEE8-GS06270733<\/td>\n Effect Of Soil-Structure Interaction On The Seismic Response Of Bridges Under Multiple Hazards<\/td>\n Ehsan Mohtashami<\/td>\n Soil-structure interaction, Seismic response, Carbonation, Corrosion, OpenSees<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
217<\/td>\n SEE8-GS06380418<\/td>\n Forward Hvsr Under The Diffuse Field Assumption In Compare To The Ambient Noise Hvsr And The Resultant Shear Velocity Profile Through Inversion At A Site In Tehran<\/td>\n Milad Kaboli, Elham Shabani<\/td>\n HVSR, Diffuse wave field, Shear wave velocity, Inversion,Tehran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
218<\/td>\n SEE8-GS06500334<\/td>\n Probabilistic Output-Only Identification Of Soil-Structure Systems Using Shear Beam Model<\/td>\n Mohsen Masoudifar, Parisa Rostami, Mojtaba Mahsuli, S. Farid Ghahari<\/td>\n Output-only system identification, Extended Kalman filter, Shear beam, Soil-structure interaction, Impedance function<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
219<\/td>\n SEE8-SC11911016<\/td>\n Flood Resistant Design And Construction In Seismic Zone<\/td>\n Mohammad Ghasem Vetr, Fateme Fatahi, Seyed Alireza Mirhakimi<\/td>\n Flood, Hazard zone, Disaster management<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
220<\/td>\n SEE8-SV09530660<\/td>\n Evaluation Of Fema P-58 Method For Estimating Residual Drift Demands In \u200eBuckling Restrained Braced Frames<\/td>\n Neda Asgarkhani, Mansoor Yakhchalian, Benyamain Mohebi<\/td>\n FEMA P-58, Residual drift, Buckling restrained braced frames, Nonlinear dynamic analysis, Strain hardening ratio<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
221<\/td>\n SEE8-SI08490522<\/td>\n Multi-Objective Tug Of War Method For Optimal Placement Of Hydraulic Actuators In Seismically Excited Benchmark Highway Bridge<\/td>\n Mostafa Ghelichi, Alireza Goltabar, Hamid Reza Tavakoli, Abbas Karamodin<\/td>\n Actuator placement, Tug of War optimization, Neural networks, Adaptive control, Benchmark nonlinear highway bridge<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
222<\/td>\n SEE8-SV09530870<\/td>\n Seismic Collapse Risk Assessment Of A Steel Mrf Considering Near-Fault Directivity Effects<\/td>\n Mohammad Bajelan, Mansoor Yakhchalian, Benyamain Mohebi<\/td>\n Probabilistic Seismic Collapse Risk Assessment, Steel Moment Resisting Frame, Forward-Directivity Effects, Near-Fault Ground Motions, Incremental Dynamic Analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
223<\/td>\n SEE8-GS06820333<\/td>\n Evaluation Of Seismic Behavior Of Site In Presence Of Tall And Massive Structures On Soft Soil Under High Frequency Earthquake<\/td>\n Saba Fadaie, Mohammad Iman Khodakarami<\/td>\n Tall Structures, Massive Structures, Seismic Response, Soil-Structure Interaction, Time History Analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
224<\/td>\n SEE8-GS07040358<\/td>\n The Fundamental Period Of Four-Layer Soil Deposits<\/td>\n Seyed Hashem Medhat Sefvati, Mohsen Kamalian<\/td>\n Fundamental Period, Amplification Function, Analytical solution, Four-Layer Soil Deposit, SHAKE, Shear Wave Velocity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
225<\/td>\n SEE8-SV10050689<\/td>\n Evaluating The Effect Of Supporting Structure Lateral Stiffness On Seismic Response Of High Voltage Current Transformer<\/td>\n Masood Faal, Amir Hossein Khalvati, Ahmad Heshmati<\/td>\n Lifelines, Electrical Power Equipments, High Voltage Electrical Substation, Seismic Vulnerability, Current Transformer<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
226<\/td>\n SEE8-GS07040739<\/td>\n The Effect Of Inhomogeneity On Seismic Soil Deposit Response: A Review<\/td>\n Seyed Hashem Medhat Sefvati, Alireza Mortezaei<\/td>\n Inhomogeneous Soil Deposit, Natural Frequencies, Mode Shapes, Amplification Function, Shear Wave Velocity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
227<\/td>\n SEE8-SV10160879<\/td>\n Comparison Of Fragility Curves Based On Soft Computing And Analytical Methods On Horizontally Curved Bridges<\/td>\n Komeyl Karimi-Moridani, Panam Zarfam, Mohsen Ghafory-Ashtiany<\/td>\n Seismic fragility curve, Neural Network, Statistical Method, Bridge<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
228<\/td>\n SEE8-GS08330900<\/td>\n Comparison The Effects Of Elastic And Inelastic Damping Ratio Of Equivalent Replacement Oscillators To Analyze Soil-Structure Systems<\/td>\n Leila Khanmohammadi<\/td>\n Soil-structure interaction, Replacement Oscillators, Elastic and Inelastic equivalent damping ratio<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
229<\/td>\n SEE8-SV10180705<\/td>\n Effect Of Multidirection Analysis On The Fragility Curves Of Regular Rc Buildings<\/td>\n Reza Dadashi, Kiarash Nasserasadi<\/td>\n Fragility curve, Regular RC structure, 3D structures, Multi-direction incremental dynamic analysis, Fourth edition of Iranian seismic code<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
230<\/td>\n SEE8-SI10071012<\/td>\n Challenges In Recent Application Of Base Isolation Technique In Hospitals<\/td>\n Mohammad Mirhashemi, Masoumeh Farshbaf<\/td>\n Base isolation, Hospital, Infrastructure, Concrete structure, Steel frame<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
231<\/td>\n SEE8-GS08480555<\/td>\n Seismic Behavior Of High-Rise Steel Building On Pile Groups Accounting For Soil-Structure Interaction Effects On Soft Soil<\/td>\n Mehdi Ebadi Jamkhaneh<\/td>\n Soil-structure interaction, Soft soil, High-rise building, Steel moment frame, Pile<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
232<\/td>\n SEE8-GS08500749<\/td>\n Evaluation Of Seismic Behavior Of Steel Structures Equipped With Tadas Damper With Considering The Soil - Structure Interaction<\/td>\n Mojtaba Ramezanpour, Morteza Ramezanpour, Behrokh Hosseini Hashemi<\/td>\n TADAS damper, Dynamic Analysis, Finite Element, Interaction of soil and structure<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
233<\/td>\n SEE8-SI11621047<\/td>\n A Recurrent Switching Technique For Energy Dissipaters In High Damped Structural Systems<\/td>\n Mansour Ziyaeifar, Mohammad Boujary<\/td>\n Mass isolation, Recurrent switching, High damped systems<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
234<\/td>\n SEE8-GS08840537<\/td>\n An Investigation On The Accuracy Of Averaging Method In Foundation Input Motion Prediction Of 3D Embedded Foundations Considering Incomplete Wall Contact To Surrounding Mediu<\/td>\n Masoud Taheri, Pouran Fallahzadeh Farashahi, Hossain Jahankhah<\/td>\n Kinematic interaction, Averaging method, Incomplete contact, Free field motion, Simplified approach<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
235<\/td>\n SEE8-GS08960543<\/td>\n Evaluation Of The Seismic Response Of Buildings Considering The Soil-Structure Interaction With Different Soil Layers<\/td>\n Mazyar Fahimi Farzam, Reza Alinejad<\/td>\n Soil-structure interaction, Numerical modeling, Seismic response, Non-linear dynamic analysis, Abaqus<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
236<\/td>\n SEE8-SV11081021<\/td>\n A New Pushover Analysis To Estimate The Collapse Prevention Performance Level Responses Of Mid-Rise Steel Moment Resisting Frames<\/td>\n Mohammad Mahdi Maddah, Sassan Eshghi, Alireza Garakaninejad<\/td>\n Modal pushover analysis, Modal combination rules, Optimization methods, Collapse prevention, Steel moment resisting frames<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
237<\/td>\n SEE8-GS09030851<\/td>\n Effect Of Soil Characteristics On The Rocking Of \u200eFoudations<\/td>\n S. Mohsen Haeri, Amin Amiri<\/td>\n Rocking, ABAQUS, Soil-Structure interaction, Nonlinear elastic-perfect plastic<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
238<\/td>\n SEE8-GS09030858<\/td>\n Effect Of High-Rise Structure Characteristics On The \u200eRocking Of Foudations<\/td>\n Amin Amiri, S.Mohsen Haeri<\/td>\n Rocking, high-rise building, Nonlinear rotation moment relationship, Soil-structure interaction<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
239<\/td>\n SEE8-SM01260181<\/td>\n Evaluating The Spectral Acceleration Amplification Effects On The Seismic Response Of Elevated Steel Water Tanks<\/td>\n Armen Assatourians, Sohrab Fallahi<\/td>\n Soil-Structure Interaction, Time Histoy Analysis, Mass-Spring Theory, Water Tanks, Spectral Acceleration<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
240<\/td>\n SEE8-SM03620696<\/td>\n A New Method To Estimate Hysteretic Energy Spectrum Considering Soil Type Effects<\/td>\n Maryam Samimifar, Ali Massumi, Abdolreza Sarvghad Moghadam<\/td>\n Hysteretic energy, Equivalent linear model, Damping, Soil condition, Ductility<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
241<\/td>\n SEE8-SM04650363<\/td>\n Effect Of Rotational Components Of Strong Ground Motions On Nonlinear Response Of High-Rise 60-Story Building With Outrigger And Belt-Truss System<\/td>\n Afshin Khodaparast, Hamidreza Tavakoli, Hamed Taleshi Ahangari<\/td>\n High-rise buildings, Outrigger and belt truss system, Far-fault records, Directivity, Fling step<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
242<\/td>\n SEE8-SM05360250<\/td>\n The Spectral Acceleration Amplification Effects On The Ductility Demand Of Self Standing R.C. Chimneys<\/td>\n Mohammad Reza Mehrdoust, Armen Assatourians<\/td>\n Spectral Acceleration, Self Standing R.C. Chimneys, Ductility Demand, Time History Analysis, Yielding Displacement<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
243<\/td>\n SEE8-SM06370531<\/td>\n Estimation Of Multiple Strip Analysis Curve Using Idealized Trilinear Modal Pushover Analysis Curve<\/td>\n Khashayar Alizadeh Kashani, Armin Aziminejad, Abdoreza S. Moghadam<\/td>\n Multiple Strip Analysis, Modal Pushover Analysis, Epsilon parameter, Conditional Mean Spectrum<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
244<\/td>\n SEE8-SM06990367<\/td>\n Performance Evaluation Of Retrofitted Rc Beam-Column Connections Using Strut And Tie Method<\/td>\n Seyed Ahmad Nezami, Jalil Shsfaei<\/td>\n RC beam-column joint, Seismic retrofitting, Prestressed joint enlargement, Strut and tie model, Non-seismic detailing<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
245<\/td>\n SEE8-SM07000569<\/td>\n Investigation Of Dynamic Performance Of Reinforced Concrete Polymer Walls (Rbs)<\/td>\n Mohsenali Shayanfar, Rasoul Ahmadi, Atieh Faraji<\/td>\n RBS construction system, reinforced concrete shear walls, durable PVC mold, cyclic loading, structural performance<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
246<\/td>\n SEE8-SM07160377<\/td>\n Dynamic Behavior Assessment Of Mid-Rise Resistant Skeletons Based On The Continuum Model In Near-Fault<\/td>\n Saman Khalili, Jafar Keyvani Ghamsari, Afshin Meshkat-Dini<\/td>\n Structural Responses, Modal Pushover Method, Seismic Demands, Strong Ground Motion, Hybrid Framed Tube<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
247<\/td>\n SEE8-SM07350874<\/td>\n Seismic Response Assessment Of Offshore Wind Turbines Using Endurance Time Method<\/td>\n Neda Bozorgi, Mohammadreza Bahaari<\/td>\n Offshore wind turbine, Seismic performance, Endurance time method, Dynamic time history analysis, Incremental dynamic analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
248<\/td>\n SEE8-SM08540738<\/td>\n Seismic Assessment Of Oil Reservoirs Using Numerical Fem And Analytical Formulation Of Design Standards<\/td>\n Hassan Dezgani, Hossein Tahghighi<\/td>\n Steel reservoir, Time-history analysis, FEM, Seismic assessment, Design code<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
249<\/td>\n SEE8-GS09050549<\/td>\n Investigating Polarization Of Rayleigh Waves In Single Method Measurements Based On The Revised Raydec<\/td>\n Naimeh Sadat Moghadasi, Elham Shabani, Manuel Hobiger<\/td>\n Seismic noise, Ellipticity, Rayleigh wave, RayDec, HVTFA<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
250<\/td>\n SEE8-SM10210710<\/td>\n Impact Of Number Of Selected Records On Probabilistic Seismic Performance Of Offshore Jacket Platforms<\/td>\n Mohsen Abyani, Mohammad Reza Bahaari<\/td>\n Seismic fragility, Offshore, Genetic Algorithm, Seismic performance, Jacket platform<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
251<\/td>\n SEE8-SD07090624<\/td>\n Experimental Study On The Seismic Behavior Of Steel Beam To Box-Column Moment Resisting Connections With Different Column Stiffeners<\/td>\n Kianoush Peykari, Mohammad Amir Najafgholipour, Seyed Mehdi Dehghan<\/td>\n Box-column, Continuity plate, Vertical stiffener, Beam-column connection<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
252<\/td>\n SEE8-SM11621039<\/td>\n Determination Of Stability Margin For Flexible Substructures With Limited Lateral Deformation<\/td>\n Mohammad Boujary, Mansour Ziyaeifar<\/td>\n Mass isolation, Structural stability, P-\u0394 effect, Collapse prevention<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
253<\/td>\n SEE8-GS09160596<\/td>\n Critical Distance Between Adjacent Mid-Rise And High-Rise Structures Considering Structure- Soil- Structure Interaction Effects<\/td>\n Golshan Poursaffari, Hossein Jahankhah<\/td>\n Structure- soil- structure interaction (SSSI), Kinematic interaction, Numerical analysis, Parametric study, Transfer function (TF), Critical distance<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
254<\/td>\n SEE8-SM11621040<\/td>\n The Effect Of Lateral Force On Stability Margin Of Flexible Frame Systems<\/td>\n Mohammad Boujary, Mansour Ziyaeifar<\/td>\n Mass isolation, Structural stability, P-\u0394 effect, Axial load pattern<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
255<\/td>\n SEE8-GS09440669<\/td>\n Evaluating The Interaction Between Multiple Irregular Topographies During Earthquakes<\/td>\n Navid Soltani, Hamed Javdanian, Nemat Soltani<\/td>\n Non-linear analysis, Multiple irregular topographies<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
256<\/td>\n SEE8-SD07110365<\/td>\n Seismic Assessment Of Vertical Irregular Mid-Rise Building With Steel Plate Shear Wall<\/td>\n Masoud Hasanzade, Mahdi Yazdani<\/td>\n Vertical irregular mid-rise buildings, Moment-resisting frame, Steel plate shear wall (SPSW), Non-linear static analysis, Seismic assessment, Finite element Simulation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
257<\/td>\n SEE8-GS09530849<\/td>\n Soil-Structure Interaction Effects On The Seismic Performance Of The Rc Wall-Frame Dual System<\/td>\n Mahmoud Katrangi, Mohammad Mahdi Memarpour, Mansoor Yakhchalian<\/td>\n soil structure interaction, shear wall-frame dual system, base shear contribution ratios, pushover analysis, nonlinear time history analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
258<\/td>\n SEE8-SR03570175<\/td>\n Punching Mechanism In Reinforced Concrete Frames Retrofitted By Steel Frame<\/td>\n Ali Tizchang, Pasha Javadi, Abdolreza Sarvghad Moghadam, Amirhosein Ghafourian Hesami, Mohammadjavad Askari<\/td>\n Seismic retrofit, RC frame, steel frame, Punching, Diagonal Brace<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
259<\/td>\n SEE8-SD07110690<\/td>\n Evaluation Of Seismic Capacity Of Plain Concrete Arch Bridges Based On Stress Intensity Factor<\/td>\n Mahdi Yazdani<\/td>\n Plain concrete Arch Bridges, Stress Intensity Factor, Finite element model, Seismic assessment, Cracked structures<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
260<\/td>\n SEE8-SR06420293<\/td>\n A New Pure Bending Yeilding Damper For Seismic Applications<\/td>\n Hassan Zibasokhan, Farhad Behnamfar, Mojtaba Azhari<\/td>\n Pure bending, yielding, damper, steel plate, cyclic behavior, Analytical model, Energy dissipation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
261<\/td>\n SEE8-SV06430297<\/td>\n Seismic Behavior Of Steel Elevated Water Tanks Damaged In Ezgleh Kermanshah, Iran Earthquake (2017) With Consideration Of Soil-Structure Interaction<\/td>\n Omid Malkeshi, Mahdi Adibi<\/td>\n Seismic behavior, Steel elevated water tank, Soil-structure interaction, Ezgeleh Kermanshah earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
262<\/td>\n SEE8-SD06420291<\/td>\n Comparison Of Nonlinear Seismic Behavior Of Buildings Designed Using The Force And Displacement-Based Procedures<\/td>\n Amirhossein Shams, Farhad Behnamfar<\/td>\n force, displacement, seismic design, nonlinear, behavior<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
263<\/td>\n SEE8-SD07480824<\/td>\n Introduce An Innovative Connection With Tubular Flange Section<\/td>\n Payam Ashtari, Ramin Naseri<\/td>\n Tubular Flange Section, Cyclic loading, Steel moment resistant frame, Hysteretic, Finite element analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
264<\/td>\n SEE8-SD09580740<\/td>\n Impact Of Load Combinations On Reliability Of Steel Beams According To Iranian Structural Steel Code<\/td>\n Arman Kakaie, Mohammad Rashid Salimi, Azad Yazdani<\/td>\n Reliability index, Load combination, Monte-Carlo, Uncertainty, Flexural beams<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
265<\/td>\n SEE8-SD09860657<\/td>\n Numerical Study On The Seismic Behavior Of A New Reduced Beam Section Connection By Drilled Holes On The Beam Flange<\/td>\n Shahab Ghasemi, Reza Rahmat Khah, Davood Ghaedian<\/td>\n DFC connection, Drill\u2019s reduced beam section, Ductility, Moment resisting, Special<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
266<\/td>\n SEE8-GS09770702<\/td>\n Simplified Method For Evaluation Of Soil-Structure Interaction Effects In Liquefiable Soils<\/td>\n Marzieh Dehghan, Mohammad Iman Khodakarami, Ali Lashgari, Reza Vahdani<\/td>\n equivalent method, liquefaction, soil-structure interaction, earthquake, substructure method<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
267<\/td>\n SEE8-SV09290638<\/td>\n Investigating The Effect Of Changing Performance Objective On Resilient Structures<\/td>\n Bahram Mohammadpour, Alireza Manafpour<\/td>\n Resilience, Loss estimation, Performance objectives, Cost estimation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
268<\/td>\n SEE8-SD10170741<\/td>\n Investigation Of Forward Directivity Effect On The Ductility Demand And Reduction Factor Of Pbpd Ebf Frames<\/td>\n Hamed Hamidi, Abbas Rouhi<\/td>\n Performance-based plastic design, Ductility demand, EBF, Forward directivity, IDA<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
269<\/td>\n SEE8-SD10480745<\/td>\n Investigation Of Using Various Force Distribution Methods At Seismic Behavior Of Steel Mr Frames Designed By Ddbd Method<\/td>\n Faezeh Farmani, Omid Bahar<\/td>\n Force distribution method, Force distribution pattern, Performance base design, Direct displacement based design, DDBD, Steel MR frames<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
270<\/td>\n SEE8-SD11740998<\/td>\n Energy-Based Design Of Knee-Element Connection Frames (Kcfs) In Pipe Racks<\/td>\n Ala Nekouvaght Tak, Seyed Rassoul Mirghaderi, Mohammad Dargahi, Hossein Taghaddos<\/td>\n Knee-element connection frames, Pipe racks, Energy-based design, Performance-based design, Seismic design<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
271<\/td>\n SEE8-SH05480224<\/td>\n Design And Implementation Of Iot Based Network With Acceleration Sensors For Structural Health Monitoring<\/td>\n Seyed Amin Hoseini Tehrani, Yas Hoseini Tehrani, Seyed Mohammad Hoseini Tehrani<\/td>\n 3D Acceleration sensor, Damage detection, Internet of things, LoRaWAN, Structural health monitoring<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
272<\/td>\n SEE8-SB04040693<\/td>\n Structural Seismic Assessment Of The Kashan Historical Bazaar Considering The Soil-Structure Interaction<\/td>\n Amirhossein Lazizi, Hossein Tahghighi<\/td>\n Kashan historical bazaar, FEM, Pushover, SSI, Seismic assessment<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
273<\/td>\n SEE8-SH06460312<\/td>\n Evaluation Of Dynamic Characteristics Of Structures By Dynamic Analysis Of Structures<\/td>\n Nasim Jafari, Javad Mokari Rahmdel<\/td>\n System identification, Existing structure mass, natural frequency, Added mass, Dynamic characteristics<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
274<\/td>\n SEE8-SI01260182<\/td>\n The Effect Of Using Additional Isolated Upper Floor On The Performance Point Of R.C. Frame Structures In Armenia<\/td>\n Armen Assatourians, Mohammad Reza Mehrdoust, Sohrab Fallahi<\/td>\n Seismic Upgrading, Additional Isolated Upper Floor, Performance Point, Modal Pushover Analysis, Capacity Spectrum<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
275<\/td>\n SEE8-SD02200072<\/td>\n Evaluation Of Strength Reduction Factor For Near-Fault And Far-Fault Ground Motions<\/td>\n Seyyed Ebrahim Motallebi Hasan Kola, Mehdi Poursha, Amin Norouzi<\/td>\n Strength reduction factor, Filing step effect, Forward directivity effect, Non-pulse, Modified Ibarra-Medina-Krawinkler deterioration model<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
276<\/td>\n SEE8-SI04310161<\/td>\n Dynamic Testing Of Full-Scale Iranian Viscous Dampers<\/td>\n Seyed Amin Mousavi, Reza Esfandiyari, Seyed Mehdi Zahrai<\/td>\n Viscous Damper, Energy Dissipating Device, Passive Control, Cyclic Testing, Fluid Dynamics<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
277<\/td>\n SEE8-SD03980656<\/td>\n Determination Of The Design Peak Ground Acceleration Based On Risk-Targeted Approach For Important Port Cities Of Southern Iran<\/td>\n Morteza Khademi, Mohammadreza Mansoori, Mirhamid Hosseini<\/td>\n risk-targeted approach, fragility curves, probability of collapse, design peak ground acceleration, important port cities of southern Iran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
278<\/td>\n SEE8-SI04920402<\/td>\n A Performance Of Optimum Friction Tuned Mass Damper Connected To Multi-Degree Of Freedom Structures<\/td>\n Boshra Besharatian, Hossein Tajmir Riahi<\/td>\n Tuned mass friction damper, multi-degree of freedom, Passive control, Seismic analysis, Particle swarm optimization algorithm<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
279<\/td>\n SEE8-SI05820343<\/td>\n Seismic Performance Assessment Of Optimally Designed Base Isolation System Under Mainshock-Aftershock Sequences<\/td>\n Ali Khansefid, Ali Maghsoudi-Barmi, Ali Bakhshi<\/td>\n Base Isolation System, Lead Rubber Bearing, Mainshock-Aftershock Sequences, Multi-Objective Optimization, Non-linear Structure<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
280<\/td>\n SEE8-SD04310340<\/td>\n Code 729 The First Iranian Guideline For Strength-Based Design Of Non-Structural Masonry Walls: A Verification Report<\/td>\n Seyed Amin Mousavi<\/td>\n Nonstructural Elements, Nonstructural Masonry Wall, Out-of-plane Behavior<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
281<\/td>\n SEE8-SI06710321<\/td>\n Mitigation Of Structural Responses By Introducing A Modified Self-Regulating Model For Tuned Liquid Dampers (Tlds)<\/td>\n Nakisa Azari, Farshid Fathi<\/td>\n Tuned Liquid Dampers (TLDs), Passive control systems, Self-regulating dampers, Nonlinear T.H.A., Response mitigation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
282<\/td>\n SEE8-SI11621048<\/td>\n Modal Energy Transfer In Large Structural Systems Using Recurrent Switching Technique<\/td>\n Mansour Ziyaeifar, Mohammad Boujary<\/td>\n Mass isolation, Modal energy transfer, Recurrent switching<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
283<\/td>\n SEE8-SD05810717<\/td>\n Evaluation Of Seismic Performance And Drift Demands Of Glazed Facade Systems<\/td>\n Ali Moeinadini, Mansour Ziyaeifar, Meysam Manzari Tavakoli<\/td>\n Glazed facade System, Seismic Performance, Drift demand, Curtain wall, Non-structural components<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
284<\/td>\n SEE8-SM03030487<\/td>\n Performance Assessment Of Seismically-Designed Steel Moment Resisting Frames Against Numerical Simulated Of Blast Wave<\/td>\n Hamid Ghanbari, Eysa Salajegheh, Ehsan Khojastehfar, Javad Salajegheh<\/td>\n Numerical Simulation, Blast Shock Wave, Passive Defence, Nonlinear Time-history Response, Computational Fluid Dynamics<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
285<\/td>\n SEE8-SD05900341<\/td>\n The Seismic Investigation Of Bolted-Friction Pin-Fuse Connection In Moment Frames (Pin-Fuse Sbc) And Comparing It With The Common Beam-To-Column Joint<\/td>\n Alireza Gerayeli, Abdolreza Sarvghad Moghaddam, Ehsan Darvishan<\/td>\n Moment Frame, in-Fuse Connection, Friction Damper, Energy Dissipiation, Ductility<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
286<\/td>\n SEE8-SD06670797<\/td>\n The Performance Of Urm Walls During The 2017 Sarpol-Zahab Earthquake In Iran<\/td>\n Mohammadamir Najafgholipour, Mehrdad Khajepour, Seyed Mehdi Dehghan<\/td>\n URM buildings, masonry walls, damages, Sarpol-e Zahab Earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
287<\/td>\n SEE8-SM03030863<\/td>\n Performance Assessment Of Different Tabular Systems For Tall Buildings Against Wind And Earthquake Effects<\/td>\n Hamid Ghanbari, Eysa Salajegheh, Ehsan Khojastehfar, Javad Salajegheh<\/td>\n Tube Structure, Shear Lag Index, Truss Tube, Dynamic wind load effect, Displacement Index<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
288<\/td>\n SEE8-SD08530508<\/td>\n Neighbour Matrix For Optimal Seismic Design Of Rc Frames For Minimum Total Life-Cycle Cost<\/td>\n Payam Asadi<\/td>\n Life-cycle cost analysis, Seismic design, Optimization algorithm, RC frames<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
289<\/td>\n SEE8-SD08700571<\/td>\n Nonlinear Cyclic Static Analysis Of Confined Masonry Walls Using Strut-And-Tie Model<\/td>\n Saeid Yousefvand, Amin Mohebkhah<\/td>\n Numerical macro-modelling, Strut-and-Tie model, Confined Masonry wall, SeismoStruct, Nonlinear static analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
290<\/td>\n SEE8-SD08880603<\/td>\n Seismic Behaviour Factor For Unreinforced Concrete Block Masonry Walls<\/td>\n Mohammad Khalil Khajeheian, Mahmoud Reza Maheri<\/td>\n Behaviour factor, Masonry wall, Hollow concrete block, In-plane response, Seismic performance<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
291<\/td>\n SEE8-SD09100583<\/td>\n Development Of A Friction-Slip Joint For Moment Frames With Continuous Beams<\/td>\n Fereshteh Seifan, Seyyed Rasoul Mir Ghaderi, Mehdi Ghassemieh<\/td>\n Slip Critical Joint, Friction, Bolted Connection, Continuous Beams, Moment Frame<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
292<\/td>\n SEE8-SD09120586<\/td>\n Innovations In Sustainable Seismic Design<\/td>\n Armen Minassian, Mozhgan Kamizi, Mark Grigorian<\/td>\n rocking core, link beams, energy dissipating beams, collapse prevention, re-centering<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
293<\/td>\n SEE8-SD09370723<\/td>\n Buckling Response And Elastic Stiffness Of Butterfly Dampers<\/td>\n Babak Keykhosro Kiani, Behrokh Hosseini Hashemi<\/td>\n Buckling, Finite element model updating, Butterfly damper, yielding device<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
294<\/td>\n SEE8-SM04030304<\/td>\n Investigation Of Dual Scaling Of Accelerograms For Time History Analysis In Steel Frame Structures<\/td>\n \u0651Farzaneh Hamedi, Mehrdad Zargar, Seyed Benyamin Adibzadeh<\/td>\n Time History Analysis, Earthquake Ground Motion, Dual Scaling, Housner Intensity, Seismic Intensity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
295<\/td>\n SEE8-SM04340446<\/td>\n Introducing Eccentrically Braced Frame System Equipped With Distributor Fuses With Steel Plate<\/td>\n Hamid Sattarian Karajabad, Ahmad Maleki, Payman Rajaeian<\/td>\n Distributing fuses, Ductility Capacity, Shear strength, Plastic hinge, Rupture<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
296<\/td>\n SEE8-SD09820683<\/td>\n Direct Displacement-Based Seismic Design Of Rc Frames With Soil-Structure Intraction Effect<\/td>\n Sina Farahani, Amir Houshang Akhaveissy<\/td>\n Direct displacement-based design method, RC frame, Soil-structure interaction, Performance level<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
297<\/td>\n SEE8-SM04530308<\/td>\n Effect Of The Near-Field Ground Motion Pulse Period On The Seismic Reliability Of Rc\/Mr Frames Using Monte Carlo Simulation<\/td>\n Zohreh Jabari, Esmaeel Izadi<\/td>\n Reliability methods, Probabilistic models, Monte Carlo simulation, Equivalent pulses, Near-field ground motions<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
298<\/td>\n SEE8-SD10020761<\/td>\n Application Of Constrain Control Method Of Optimization In Seismic Design Of Steel Frames<\/td>\n Seyed Fazlolah Mansouri, Mahmoud Reza Maheri<\/td>\n seismic design, constraint control method, performance based design (PBD), optimum design, steel frames<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
299<\/td>\n SEE8-SD10550862<\/td>\n Evaluation Of The Methods For Calibration Of Optimal Load And Resistance Factors Based On Structural Reliability Theory<\/td>\n Mahshid Mohajer Aref, Ali Khodam, Mohsenali Shayanfar, Mirhamid Hosseini<\/td>\n Structural reliability, Code calibration, Partial safety factor, Reliability index, limit state functions<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
300<\/td>\n SEE8-SM05510277<\/td>\n Evaluation Of Concentric Braced Frame Modeling Methods<\/td>\n Mahdi Rahmani Qeranqayeh, Akbar Vasseghi<\/td>\n braced frame, gusset plate, modeling, fatigue, initial imperfection<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
301<\/td>\n SEE8-SD11550967<\/td>\n Design Of Massive Residential Buildings With The Approach Of Flexible Spaces For Post-Earthquake Settlement: Case Study Kermanshah City<\/td>\n Hooria Naderian, Hossein Emam Jomeh<\/td>\n Emergency management, Temporary accommodation, Multipurpose container set, Kermanshah<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
302<\/td>\n SEE8-SM05770270<\/td>\n The Effect Of Beam Flange Reinforcing Plates And Web Angle On The Cyclic Behavior Of Post Tensioned Connection Of Steel Beam To Composite Column<\/td>\n Mohsen Azizi, Navid Siahpolo<\/td>\n Post-tensioned connection, Numerical modeling, Cyclic loading, Post-tensioned strand, Energy dissipation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
303<\/td>\n SEE8-SM06350420<\/td>\n The Application Of The Force Analogy Method (Fam) In Pushover Analysis For Steel Moment Resisting Frames<\/td>\n Shayan Safaei, Arsam Taslimi, Payam Tehrani<\/td>\n Force analogy method (FAM), force-based fiber element, displacement-based fiber element, pushover analysis, special moment resisting frame<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
304<\/td>\n SEE8-SM06660320<\/td>\n Evaluating Collapse Margin Ratio Of Steel Moment Frames With Vertical Mass Irregularity<\/td>\n Mahsa Amiri, Masood Yakhchalian<\/td>\n Collapse margin ratio, Vertical mass irregularity, Incremental dynamic analysis, Collapse capacity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
305<\/td>\n SEE8-SM07060631<\/td>\n Seismic Fragility Curves Of Multi-Span Highway Bridges Considering Multiple Damage Parameters<\/td>\n Sayeh Roudgari, Armin Aziminejad, Mehran Seyed Razzaghi, Fereshteh Emami<\/td>\n highway bridge,fragility curve,damage state,incremental dynamic analisys<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
306<\/td>\n SEE8-SM07070374<\/td>\n The Effect Of Material Constitutive Model On Seismic Response Of Concentric Braced Frames<\/td>\n Mostafa Masoudi, Mohammad Maadanipour<\/td>\n Steel Material Model, Nonlinear Time History Analysis, Seismic Response, Cable Bracing, Strain Hardening<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
307<\/td>\n SEE8-SM07500414<\/td>\n Assessment Of Nonlinear Dynamic Response Of Diagrid Structures Exposed To Variation Of Incidence Angle Of Pulse Type Ground Motions<\/td>\n Mahshad Jamdar, Afshin Meshkat-Dini<\/td>\n Diagrid Structure, Directivity Process, Incident Angle, Velocity Pulse, Nonlinear Dynamics<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
308<\/td>\n SEE8-SM08010449<\/td>\n Analytical Modeling Of Cap Beam-Column Joints In Ordinary Rc Multi-Column Bridge Bents In Iran<\/td>\n Arash Taghinia, Akbar Vasseghi, Mohammad Khanmohammadi<\/td>\n Multi-column bents, Cap beam-column joint, Shear deformation, Bond slip, Proposed analytical model<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
309<\/td>\n SEE8-SM08230471<\/td>\n Correlation Between Seimic Parameters Of Far Fault Ground Motion And Response Of Moment Steel Frames<\/td>\n Asghar Bahadori, Sayed Mohammad Motovali Emami<\/td>\n Earthquake parameters, correlation, Moment resisting steel frame, far fault, Time history analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
310<\/td>\n SEE8-SM08400529<\/td>\n Deliberation The Effect Of Rocking Motion And Placement Of Brace Frames In Improving Seismic Performance Of Steel Braced Buildings<\/td>\n Marzieh Ansari Targhi, Razieh Ansari Targhi, Mark Grigorian<\/td>\n Rocking steel braced frame, Post tensioning tendon, Nonlinear dynamic analysis, Energy dissipation elements, Far-field record<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
311<\/td>\n SEE8-SM09230570<\/td>\n Seismic Risk Analysis Of A Dome-Roof Adobe House Considering In-Plane And Out-Of-Plane Response Of Walls<\/td>\n Mohammad Yekrangnia, Fatemeh Jalayer, Hossein Ebrahimian, Amir Torabizadeh, Morteza Ashoori Barmchi<\/td>\n Adobe buildings, Macro-model, Nonlinear dynamic analysis, Seismic retrofit<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
312<\/td>\n SEE8-SM09680630<\/td>\n Effects Of Height Of Adjacent Structures On The Seismic Behavior Of Moment Resisting Structure<\/td>\n Gholamreza Nouri, Behroozeh Sharifi<\/td>\n Structure-soil-structure interaction, Adjacent structure, Seismic excitation, Direct method, Nonlinear dynamic analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
313<\/td>\n SEE8-SM10070692<\/td>\n Development Of Fragility Curves For Low Rise Braced Steel Buildings With Rocking Motion<\/td>\n Masoumeh Farshbaf, Abdolreza Sarvghad Moghadam<\/td>\n Fragility curves, Rocking steel braced frame, Yielding dampers, Viscous dampers, column-foundation connection<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
314<\/td>\n SEE8-SM10640972<\/td>\n Cyclic Behavior Of Sandwich Panels With Pur Core And Gfrp, Cfrp, And Concrete As A Skin<\/td>\n Majid Salimi, Hassan Abbasi, Nooshin Ghorbani Amirabad<\/td>\n Light-weight structures, Sandwich panels, GFRP, CFRP, PUR material, Cyclic behavior<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
315<\/td>\n SEE8-SM10980899<\/td>\n Finite Element Model Updating Of A Prestressed Concrete Beam Using The Opensees.Net Software<\/td>\n Mostafa Salehi-Ahmadabad, Morteza Ghalishooyan, Ahmad Shooshtari, Amir Salar Mehrabad<\/td>\n Finite element model updating, OpenSees.NET, Prestressed concrete beam, Seismic analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
316<\/td>\n SEE8-SM11070911<\/td>\n System Reduction In Space For Dynamic Finite Element Analysis Of Beam-Columns Assemblies Against Earthquakes<\/td>\n Aram Soroushian, Saeed Amiri<\/td>\n Structural dynamic analysis, Finite element analysis, Reduction in space, Accuracy, Computational effort<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
317<\/td>\n SEE8-GS09800648<\/td>\n Investigating The Topographical Effect On Seismic Response Of Municipal Solid Waste Landfills - A Numerical Study<\/td>\n Hajar Share Isfahani, \u064eAmin Azhari, Keyvan Ebneali Heydari<\/td>\n MSW landfills, Seismic analysis, Topographical effect, Numerical modeling, Amplification factor<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
318<\/td>\n SEE8-SM11701004<\/td>\n Investigating The Effects Of Vertical Joint On The Seismic Behavior Of Arched Concrete Dams Under Non Uniform Excitation (Case Study Of Karun4 Dam)<\/td>\n \u064eAlireza Mardookhpour, Ramtin Sobhkhiz Foumani, Hamed Nouri Navroud<\/td>\n Arc Concrete Dam, Vertical Joints, Dynamic Response, Different Support Motions, Karoon-4 Dam<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
319<\/td>\n SEE8-GS09920668<\/td>\n Seismic Ductility Demands Of Rocking Structures Under Pulse-Like Ground Motions<\/td>\n Moustafa Akhavat, Hossein Jahankhah<\/td>\n Bridge, Rocking structures, Ductility demand, Uplift, Near-field ground motion<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
320<\/td>\n SEE8-GT03670130<\/td>\n Numerical Simulations Of Sand Flow Using Molecular Dynamics Approach<\/td>\n Saeed Ghafarpoor Jahromi, Mohammad Varmaziyarie<\/td>\n Granular, Sandflow, Molecular dynamics, Hertzian friction, Model experiment<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
321<\/td>\n SEE8-SR04830285<\/td>\n Influence Of Rubber Granules Content On The Isolation Response Of An In-Filled Barrier Wall<\/td>\n Mehrnoosh Feizy, Ali Mirzaii<\/td>\n Reduction Ratio, Wave Barrier, Vibration Isolation, Ground Vibration, Soil-Rubber Mixture<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
322<\/td>\n SEE8-GT05100211<\/td>\n An Investigation On The Accuracy Of Laboratory Measurements Of The Small-Strain Soil Stiffness<\/td>\n Javad Jalili<\/td>\n small-strain stiffness, Resonant-column test, Bender element test, strain gauge<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
323<\/td>\n SEE8-GT06440505<\/td>\n Detail Design And Performance Of A Small-Scale Laminar Shear Box For 1G Shaking Table Experiments<\/td>\n Pouria Esmaeilpour, Saeed Shojaeemehr, Hamed Taghavizadeh, Yaser Jafarian<\/td>\n Laminar Shear box (LSB), Physical Modeling, 1-g Shaking Table, Soil Container<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
324<\/td>\n SEE8-GT06440927<\/td>\n Detail Design And Construction Procedure Of A Large-Scale Aluminum Laminar Shear Box For 1G Shaking Table Tests<\/td>\n Pouria Esmaeilpour, Yaser Jafarian<\/td>\n Laminar shear box, 1g shaking table, Physical modeling, Geotechnical engineering<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
325<\/td>\n SEE8-SR06450390<\/td>\n Seismic Performance Assessment Of Steel Structures With Steel Curved Dampers<\/td>\n Mohammad Hossein Mokhtari, Mohsen Gerami, Amir Hesam Mashayekhi<\/td>\n Steel Damper, Energy Dissipation, Seismic Performance, Nonlinear Analysis, Passive Control Devices<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
326<\/td>\n SEE8-GT06650316<\/td>\n Experimental Study Of Soil-Structure Interaction On Improved Ground By Micropiles Using Shaking Table<\/td>\n Mahta Movasat, Masoud Hajialilue Bonab<\/td>\n Micro pile, Soil-structure interaction, Shaking table, Physical modeling, Seismic response<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
327<\/td>\n SEE8-SR07560416<\/td>\n Effect Of Beam Depth Reduction At The Joint Of Rc Structures And Strengthening Using Frp Sheets<\/td>\n Mohammad Fathpoor, Gholamreza Atefatdoost<\/td>\n RC connections, Beam depth reduction, Strengthening, FRP sheet, Finite element method<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
328<\/td>\n SEE8-SR08870760<\/td>\n Strengthening Joints Of Rc Frames With Stiffened Steel Plates<\/td>\n Mahmoud Reza Maheri, Ashkan Torabi<\/td>\n seismic retrofitting, beam-column joint; reinforced concrete structures; stiffened steel plates; plastic hinge relocation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
329<\/td>\n SEE8-SR10351002<\/td>\n Assessment Of The Failure Probability Of Shear Walls And Beams In Dual Systems Of Moment Frame And Shear Walls<\/td>\n Mohammadamin Bayari, Morteza Aria<\/td>\n Rotation plastic of beams, Rotation plastic of Shear wall, Fragility curves<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
330<\/td>\n SEE8-GT08180469<\/td>\n Centrifuge Modeling Of Dip Slip Fault Rupture Propagation Through Dry And Wet Sand By Using A New Split Box<\/td>\n Mohammad Ahmadi, Mojtaba Moosavi, Mohammad Kazem Jafari<\/td>\n Fault rupture, Centrifuge modeling, Dry sand, Wet sand, Faulting split box<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
331<\/td>\n SEE8-SR11630989<\/td>\n Flexural Reinforcement And Shear Reinforcement Of Weak Reinforced Concrete Beams With Frp Plates<\/td>\n Omid Shahbazi<\/td>\n FLEXURAL REINFORCEMENT, SHEAR REINFORCEMENT, CONCRETE BEAMS, FRP PLATES<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
332<\/td>\n SEE8-GT08750574<\/td>\n Dynamic Response Of 2\u00d72 Pile Groups To Soil Liquefaction In Inclined Base Layer: 1G Shake Table Tests<\/td>\n S. Mohsen Haeri, Morteza Rajabigol, Hiva Sayaf, Saman Salaripour, S. M. Hosein Seyed Ghafouri, Fahim Kafashan, Armin Khoshnoud<\/td>\n Soil Liquefaction, Shake Table, Physical Modeling, Earthquake, Pile Group<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
333<\/td>\n SEE8-ST06010260<\/td>\n Experimental Investigation Of Brick Masonry Arches' (Vault And Rib Cover) Behavior Unreinforced And Reinforced By C-Frp Under Vertical And Horizontal Load Simultaneously<\/td>\n Fahime Taghi Panahi, Abbas Ali Akbarzadeh Morshedi<\/td>\n Horizontal and Vertical loading, Crack, C-FRP, Vault and Spring<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
334<\/td>\n SEE8-GT09400625<\/td>\n The Effect Of Cyclic Wheel Loading On Rutting Behavioir In Unpaved Roads With Geocell-Reinforced Bases<\/td>\n Alireza Shafiee Panah, Ali Ghanbari, Gholamhosein Tavakoli Mehrjardi<\/td>\n geocell-reinforced, unpaved road, wheel loading, wheel rutting, geosynthetics<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
335<\/td>\n SEE8-SV00400045<\/td>\n Seismic Vunurability Assesment Of Buildings Based On Fragility Curves: A Review<\/td>\n Rashed Basami, Salar Manie, Nima Mohammadi<\/td>\n Fragility Curves,Probabilistic Evaluation,Seismic Assessment,PBSD,PSA<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
336<\/td>\n SEE8-SV07260386<\/td>\n An Investigation On The Seismic Performance Of Infilled Frames Strengthened With Shotcrete<\/td>\n Farhad Doustipour, Sayed Mohammad Motovali Emami<\/td>\n Infill wall, Shotcrete, Connector, Strengthened infilled frame<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
337<\/td>\n SEE8-SV09740636<\/td>\n Lessons From November 2017, M7.3 Ezgeleh Earthquake<\/td>\n Erfan Alavi, Seyyed Mohammad Hossein Shamekhi<\/td>\n Construction deficiencies, Design deficiencies, Ezgeleh earthquake, Crisis management<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
338<\/td>\n SEE8-GT09500595<\/td>\n Comparing The Liquefaction Behavior Of Carbonate And Silicate Sands By Energy Approach<\/td>\n Mohammad Hassan Baziar, Nader Shariatmadari, Hamid Reza Mohebbi, Mohammad Hossein Mollahassani Lashkajani<\/td>\n Energy Approach, Cyclic behavior, Carbonate sand, Silicate sand, Pore water pressure generation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
339<\/td>\n SEE8-SV09850703<\/td>\n An Analytical Method For Seismic Vulnerability Analysis Of Unreinforced Masonry Buildings<\/td>\n Hamed Azizi-Bondarabadi, Nuno Mendes, Paulo B. Lourenco<\/td>\n Masonry schools. Iran, Analytical approach, Vulnerability analysis, Higher mode effects<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
340<\/td>\n SEE8-GT09750806<\/td>\n Centrifugal Modeling Of Continuous Shallow Tunnels Crossing Active Reverse Faults<\/td>\n Mehdi Sabagh, Abbas Ghalandarzadeh<\/td>\n Reverse fault rupture, Continuous tunnel, Geotechnical centrifuge, Sinkhole, Ground surface deformations<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
341<\/td>\n SEE8-GT11350960<\/td>\n Effect Of Fines Content And Particle Diameter Ratio On Small Strain Shear Modulus Of Dense Binary Granular Mixtures<\/td>\n Sina Akhyani, Abbas Ghalandarzadeh<\/td>\n Small strain shear modulus, Binary granular mixtures, Fines content, Particle diameter ratio, Resonant column<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
342<\/td>\n SEE8-SV10040691<\/td>\n Evaluating The Effect Of Connection Plate Thickness And Stiffness On Seismic Response Of High Voltage Current Transformers<\/td>\n Ahmad Heshmati, Amir Hossein Khalvati, Masood Faal<\/td>\n Lifelines, Power network equipments, High voltage substations, Seismic vulnerability, Current transformer<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
343<\/td>\n SEE8-GT11390962<\/td>\n Design And Construction Of Laminar Box For Geotechnical Centrifuge At University Of Tehran<\/td>\n Sina Golmohamadi, Amir Maghsoodi Shaghaghi, Abbas Ghalandarzadeh<\/td>\n Laminar Box, Physical Modeling, Calibration, Geotechnical Centrifuge<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
344<\/td>\n SEE8-SD09510608<\/td>\n Bioinspiration And Analysis Of Multilevel Rocking Cores<\/td>\n Mark Grigorian, Armen Minassian, Hadiseh Mohammadi, Mozhgan Kamizi<\/td>\n Multi-level rocking cores, damage reduction, constitutive equations, static behavior, period analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
345<\/td>\n SEE8-GT12021027<\/td>\n Physical Modeling Of Response Of Buried Pipe With Constraints To Reverse Faulting<\/td>\n Mojtaba Moosavi, Shahryar Najafdari, Ramtin Faraji Rad, Mohammad Kazem Jafari<\/td>\n Buried pipe, Physical modeling, Reverse faulting<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
346<\/td>\n SEE8-EG03740127<\/td>\n An Analytic Method To Estimate The Response Spectrum Of The Synthetic Records With Evolutionary Spectrum<\/td>\n Zakariya Waezi, Mohammad Amin Raoof<\/td>\n Priestley\u2019s Evolutionary Process, Peak Factor, Synthetic Ground Motion, Power Spectral Density<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
347<\/td>\n SEE8-EG12141049<\/td>\n Recent Findings In Seismic Hazard Models Of Iran<\/td>\n Mehdi Zare, Farnaz Kamranzad, Hossein Memarian<\/td>\n Seismic Hazard, Seismicity, Zoning, Sesimotectonic model, Iran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
348<\/td>\n SEE8-GE06900360<\/td>\n Seismic Performance Of Deep Excavations Restrained By Anchorage System Using Quasi Static Approach<\/td>\n Mahdi Maleki, S.Majdeddin Mir Mohammad Hosseini<\/td>\n Anchorage, Quasi static seismic analysis, Finite element method<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
349<\/td>\n SEE8-EG09990728<\/td>\n Estimation Of Strong Ground Motion For 2012 Ahar-Varzaghan Earthquake, Using Empirical Green Function<\/td>\n Sara Sarmad, Mohammad Reza Gheitanchi<\/td>\n Strong ground motion, Empirical green function, Ahar-Varzaghan earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
350<\/td>\n SEE8-EH08900538<\/td>\n Clustering Microtremor Data With Fuzzy Gustafson Kessel Algorithm<\/td>\n Hanif Zarabiha, Hosein Hashemi<\/td>\n Seismic microzonation, Hazard, GK algorithm, Microtremor, Site effects<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
351<\/td>\n SEE8-EP04730195<\/td>\n Seismotectonics Of The Western And Southern Margins Of Lut Block, Central Iran<\/td>\n Ahmad Rashidi, Hossein Kianimehr<\/td>\n Active fault, Seismisity, Seismotectonics, Lut block, Central Iran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
352<\/td>\n SEE8-EP10450747<\/td>\n Identification Of Tectonic Lineation Using Airborne Magnetic Data In Alborz, Iran<\/td>\n Zohre Mokhtari, Mohammad Mokhtari, Ahmad Rashidi<\/td>\n Airborne magnetism, Lineation, Alborz, Tectonic, Fault<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
353<\/td>\n SEE8-EP12531072<\/td>\n Monitoring Seismic Activity In Damghan And Adjacent Regions By A Small-Aperture Seismic Array<\/td>\n Alireza Alinaghi, Amir Pirooz Kolahi-Azar, Seyed Saeedorreza Eslami, Ali Akbar Hasannezhad<\/td>\n Seismicity, Array, Seismogenic fault, Damghan<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
354<\/td>\n SEE8-EP12531100<\/td>\n Archaeoseismology In Iran And The Need For Revisiting Historical Earthquakes Case Study: M=7.9, 856 Ad Qumis Earthquake Proclaimed As Deadliest Earthquake In Iranian Plateau<\/td>\n Alireza Alinaghi<\/td>\n Archaeoseismology, Archaeology, Historical Earthquakes, Qumis, Astaneh<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
355<\/td>\n SEE8-EP12561082<\/td>\n Polyphase Inversion Tectonics In Western Alborz<\/td>\n Khaled Hessami<\/td>\n Inversion, Tectonics, Alborz, Orogeny, Iran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
356<\/td>\n SEE8-EP12561083<\/td>\n Active Deformation Of Makran (Southeastern Iran) Using Continuous Gps Measurements<\/td>\n Armin Rashidian, Khaled Hessami<\/td>\n GPS, Makran, Subduction, Strain rate, Iran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
357<\/td>\n SEE8-ES02300923<\/td>\n A New Method For The Extraction Of Slip Direction And Tectonic Evolution Study Through Paleostress Inversion<\/td>\n Shahrokh Pourbeyranvand, Mohsen Gholami Dargahi<\/td>\n Inversion, Paleostress, Seismic data, Slip direction, Tectonic evolution<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
358<\/td>\n SEE8-ES06620412<\/td>\n Seismic Anisotropy In Western Makran Subduction Zone<\/td>\n Saeid Rahimzadeh, Ali Moradi, Ayoub Kaviani<\/td>\n Anisotropy, Shear wave splitting, Makran subduction zone, Trench-perpendicular<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
359<\/td>\n SEE8-ES09420590<\/td>\n Upper Mantle Structure Beneath The Zagros Continental Collision Zone And Surrounding Regions From Seismic Tomography And Shear-Wave Splitting<\/td>\n Meysam Mahmoodabadi, Farzam Yaminifard, Mohammad Tatar, Ayoub Kaviani, Georg R\u00fcmpker, Khalil Motaghi<\/td>\n Seismic tomography, Shear-wave splitting, Seismic anisotropy, Continental collision, Mantle structure, Mantle dynamics, Zagros<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
360<\/td>\n SEE8-ES09830796<\/td>\n Emergence Of Direct P-Phase From Seismic Ambient Noise In Dehdasht Area<\/td>\n Ali Riahi, Zaher-Hossein Shomali, Ahmad Kamayestani<\/td>\n Seismic ambient noise, P wave, Cross coherence, F-K analysis, Dehdasht area<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
361<\/td>\n SEE8-ES11540970<\/td>\n On The Shallow Depth Quality Factors (Qp, Qs, Qc) In Fariman Area Using Aftershocks Of Mw6.0 Earthquake On April 05, 2017<\/td>\n Gholam Javan-Doloei, Mahdieh Safari, Majid Mahood<\/td>\n Body wave, Coda wave, Quality factor, Fariman, Iran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
362<\/td>\n SEE8-EW02300421<\/td>\n Magnetic Field Observations For The 11 November 2016 Mw=6.1 Japan, Earthquake<\/td>\n Saeed Rahim Zadeh, Farzaneh Nasiri, Shahrokh Pourbeyranvand<\/td>\n Magnetic field, Characteristic curve, Magnetic anomaly, Earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
363<\/td>\n SEE8-EW11361107<\/td>\n Rapid Estimation Of Magnitude And \u0394 From B-\u0394 Method For Mohammad Abad Earthquake<\/td>\n Shila Rostami, Mohammad Reza Sepahvand, Majid Mahood, Afsaneh Nasrabadi<\/td>\n Earthquake Early Warning Systems, B-\u0394 method, Single Station, magnitude, epicentral distance<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
364<\/td>\n SEE8-SB07190951<\/td>\n Finding The Effective Philosophy For Seismic Rehabilitation Of Cylindrical Masonry Towers, Case Study: Tughrul Tower<\/td>\n Shademaneh Haidarbaigi, Peyman Homami, Abbasali Akbarzade, Ahmadreza Madihi<\/td>\n Historical Structures, Retrofitting, FRP Belts,Base Isolation,Seismic Rehabilitation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
365<\/td>\n SEE8-SD06430391<\/td>\n Investigation Of Adequacy Of Seismic Code Requierments For Masonry Buildings Damaged During Ezgeleh Kermanshah, Iran Earthquake (2017)<\/td>\n Arash Ghezelbash Kohan, Mahdi Adibi<\/td>\n Masonry building, Seismic behavior, Failure modes, Ezgeleh Kermanshah earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
366<\/td>\n SEE8-SI08490647<\/td>\n Fuzzy-Tug Of War Optimized Active Control Method For Seismically Excited Benchmark Highway Bridge<\/td>\n Mostafa Ghelichi, Alireza M. Goltabar, Hamid Reza Tavakoli, Abbas Karamodin<\/td>\n Tug of war, Neural networks, Active control, Nonlinear base-isolated structures, Highway benchmark bridge<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
367<\/td>\n SEE8-SM03110081<\/td>\n The Effect Of Structural System On Selection Of Input Ground Motions For Performance Based Seismic Design<\/td>\n Behnam Hamzehtash, Touraj Taghikhany<\/td>\n Ground motion selection, Probabilistic seismic demand analysis, Seismic demand hazard curve, Conditional spectrum, Generalized interstory drift spectrum<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
368<\/td>\n SEE8-SM03840274<\/td>\n Study On Response Of Cspsw And Spsw To Nonlinear Excitations<\/td>\n Mahdi Chavoshi, Ramin Ketabfroush Badri<\/td>\n Composite Steel Plate Shear Walls, Steel Plate Shear Walls, Seismic performance, Performance level, Pushover analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
369<\/td>\n SEE8-SD12081035<\/td>\n Suggest A New Analytical Type Of Panel Zone In Seismic Calculations Of Steel Frames<\/td>\n Mohammad Ghasem Vetr, Amirreza Ghane, Mohammadreza Doroudi<\/td>\n steel moment frame system, panel zone, scissors model, krawinkler model, ductility<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
370<\/td>\n SEE8-SH07120371<\/td>\n Online Modal Identification Of Structures By Natural Gradient Algorithm<\/td>\n Vida Ghasemi, Fereidoun Amini, Elham Rajabi<\/td>\n Adaptive blind sources separation, Modal identification, Natural gradient algorithm, On-line structural identification, Output-only system identi\ufb01cation,<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
371<\/td>\n SEE8-SI02580605<\/td>\n Seismic Control Of Offshore Steel Jacket Platforms Using Tuned Liquid Column Damper<\/td>\n Ahmadreza Mostafagharabaghi, Mohamadhosein Mohasel<\/td>\n Steel jacket platform, Passive control, Earthquake, Tuned liquid column damper<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
372<\/td>\n SEE8-SI05230219<\/td>\n Cyclic Loading Test On High Damping Rubber Bearing (Hdrb) Isolators In Combination With Fe-Based Sma Dampers<\/td>\n Rasoul Moradkhahi, Touraj Taghikhany<\/td>\n Fe-based SMA, High damping rubber bearing (HDRB), Re-centering force, Manufacturing and test<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
373<\/td>\n SEE8-SV09020548<\/td>\n Analytical Evaluation Of Infilled Masonry Rc Frames Under Different Levels Of Axial Loads<\/td>\n Delaram Ostad, Jalil Shafaei<\/td>\n Reinforced Concrete Frame, Masonry Infill, In-Plane Loading, Seismic Behavior, Axial Load<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
374<\/td>\n SEE8-SH09280593<\/td>\n Extraction Of Stiffness Submatrix Of Shear And Nonshear Buildings With Local Measurement Under Base Excitation<\/td>\n Rasoul Khodayari, Omid Bahar<\/td>\n System identification, stiffness submatrix, minimal realization, base excitation, incomplete measurement<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
375<\/td>\n SEE8-SH10240715<\/td>\n The Effect Of Spatial Correlation Of Horizontal And Vertical Spectral Accelerations On Seismic Performance Of A Bridge Network<\/td>\n Alireza Garakaninezhad, Morteza Bastami<\/td>\n Spatial correlation, Lifeline, Bridge network<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
376<\/td>\n SEE8-SM12431073<\/td>\n Experimental Investigation Of Structure Dynamic Response With Single Degree Of Freedom With A Tuned Liquid Damper Equipped By A Baffle<\/td>\n Hossein Shad, Hossein Bakhshi, Hassan Saghi, Zaher Rezaie, Mehrollah Rakhshanimehr<\/td>\n Tuned liquid damper, Structure dynamic response, Fluid frequency, Water level element<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
377<\/td>\n SEE8-SR06160362<\/td>\n Experimental Study On Seismic Behavior Of Masonry Buildings Retrofitted With Shotcrete<\/td>\n Amirhossein Ghezelbash, Katrin Beyer, Kiarash M. Dolatshahi, Mohammad Yekrangnia<\/td>\n Shake table test, Masonry building, Seismic retrofitting, Shotcrete, Brick masonry<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
378<\/td>\n SEE8-SV03360843<\/td>\n Comparison Of Seismic Performance Of Special Concentric Braced Frames With Buckling-Restrained Braced Frames In View Of Seismic-Induced Losses<\/td>\n Ehsan Khojastehfar, Amir Mokhtar Azimi, Mohammad Ahmadi, Hamid Ghanbari<\/td>\n Seismic performance, Special concentric braced frames, Buckling restrained braced frames, Seismic-induced losses<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
379<\/td>\n SEE8-SV07820444<\/td>\n Effects Of Bi-Directionl Loading On Ductility Capacity Of High Strength Rc Piers<\/td>\n Afshin Kalantari, Hamed Roohbakhsh<\/td>\n RC column, High strength concrete, Bi-directional moment, Torsion, Seismic capacity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
380<\/td>\n SEE8-SI01330126<\/td>\n The Effect Of Site Soil On Seismic Performance Of Steel Damped Structure At Close Distance Of Active Fault<\/td>\n Touraj Taghikhany, Arsam Taslimi, Shayan Safaei<\/td>\n Site Effects, Friction Damper, Steel Moment Frame, Hysteresis Loops, Near-Field Earthquakes<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
381<\/td>\n SEE8-SI03150101<\/td>\n Nonlinear Adaptive Control Of Building Structures With Elasto-Plastic Behavior Of Elements Under Seismic Motion<\/td>\n Reza Vosoughi, Touraj Taghikhany<\/td>\n Nonlinear adaptive control, SACM, Plastic Hinges, MR damper<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
382<\/td>\n SEE8-SI04500375<\/td>\n Single-Phase Metamaterial (Spm) As A Dissipater For Attenuation Of Vibration In Two-Dimensional Elastodynamics Problems<\/td>\n Alireza Karkabadi, Fatemeh Hosseini, Mohammad Iman Khodakarami<\/td>\n Metamaterial, Single phase, Attenuation, Frequency gap, Wave propagation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
383<\/td>\n SEE8-SI05770246<\/td>\n Seismic Performance Of Steel Moment Frames Under Near-Fault Pulse \u2013Type Earthquakes Using U-Shaped Metallic-Yielding Damper<\/td>\n Navid Siahpolo, Pariya Aalipour<\/td>\n U-shaped metallic-yielding damper, Steel moment frame, Passive control, Nonlinear Time History Analysis, SAP2000<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
384<\/td>\n SEE8-SI05810712<\/td>\n Seismic Performance Of Facade Mass Isolation System In Tall Buildings<\/td>\n Ali Moeinadini, Mansour Ziyaeifar, Masoud Nekooei<\/td>\n Partial Mass Isolation, Facade Mass Isolation, Passive Structural Control, Double-Skin Facade, Tall Buildings<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
385<\/td>\n SEE8-SI05810714<\/td>\n Vibration Control Of Seismic Structures Using Facade Mass Isolation Model<\/td>\n Ali Moeinadini, Mansour Ziyaeifar, Mehrnoosh Ramezani<\/td>\n Facade Mass Isolation, Partial Mass Isolation, Passive Structural Control, Double-Skin Facade, Tall Buildings<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
386<\/td>\n SEE8-SI06450296<\/td>\n Assessment Of Steel Curved Dampers In Improving Seismic Performance Of Steel Frames<\/td>\n Mohammad Hossein Mokhtari, Mohsen Gerami, Amir Hesam Mashayekhi<\/td>\n Steel Damper, Cyclic Behavior, Energy Dissipation, Seismic Performance, Hysteresis Curve<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
387<\/td>\n SEE8-SI06840373<\/td>\n Earthquake Response Of Inelastic Base-Isolated Structures Subjected To Pounding<\/td>\n Mostafa Masoudi, Mona Ghalehnoy<\/td>\n Base-isolation, Pounding, Near-field pulse-like motion, Non-linear response, Gap size<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
388<\/td>\n SEE8-SI09780639<\/td>\n Viscoelastic Connection: An Efficient Tool For Random Seismic Pounding Mitigation<\/td>\n Hamed Ahmadi Taleshian, Alireza Mirzagoltabar Roshan, Javad Vaseghi Amiri<\/td>\n Pounding mitigation\u060c Random vibration\u060c VE links\u060c Dynamic properties\u060c Response ratio<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
389<\/td>\n SEE8-SI09780643<\/td>\n Effect Of Asymmetry On The Rigid Link For Random Seismic Pounding Mitigation<\/td>\n Hamed Ahmadi Taleshian, Alireza Mirzagoltabar Roshan, Javad Vaseghi Amiri<\/td>\n Rigid link\u060c Random vibration\u060c Torsion\u060c Dynamic properties\u060c response ratio<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
390<\/td>\n SEE8-SI11511001<\/td>\n Effects Of Adas Dampers On Plastic Hinge Rotation Of Dual Steel Frames Subjected To Near-Field And Far-Field Earthquakes<\/td>\n Muhammad Ali Rostampour, Hasan Mostafaei<\/td>\n Structural Control, ADAS Damper, Plastic Hinge Rotation, Energy Dissipation, Dual Steel Frame<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
391<\/td>\n SEE8-SM01460865<\/td>\n Detailed Collapse Behavior Of Steel High-Rise Buildings With Dual Lateral Load Resisting System<\/td>\n Reza Ramezani Azghandi, Hamzeh Shakib, Maedeh Zakersalehi<\/td>\n Collapse mechanism, High-rise building, Extreme Earthquake, Damage parameters, ABAQUS<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
392<\/td>\n SEE8-SM02640682<\/td>\n Seismic Fragility Assessment Of Damaged Rc Frame Under Consecutive Excitations<\/td>\n Parisa Kamrani Moghaddam, Ali Reza Manafpour<\/td>\n Consecutive Earthquakes, Fragility curves, Damaged RC Frame, Near-field, Far-field<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
393<\/td>\n SEE8-SM03340847<\/td>\n Comparison Of Sesimic Structural Responses In Different Stories Via Fuzzy Clustering<\/td>\n Davoud Rezazadeh, Mohsen Shahrouzi<\/td>\n Data Mining, Earthquake Records, Structural Response, Fuzzy logic<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
394<\/td>\n SEE8-SM03840208<\/td>\n The Collapse Assessment Of The Low-Rise Asymmetric Ductile Rc Frame Buildings With A Less-Sensitive Intensity Measure To The Spectral Shape Effects<\/td>\n Ramin Ketabfroush Badri<\/td>\n Collapse, Asymmetric, Spectral shape, Intensity measure<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
395<\/td>\n SEE8-SM03910174<\/td>\n Non-Linear Seismic Response Of Low-Rise Liquid Storage Tank Isolated By Lead-Rubber Bearings<\/td>\n Mahyar Kazemian, Gholamreza Nouri, Ali Massumi<\/td>\n Liquid storage tank, Base isolation, Fluid-structure interaction, Seismic response, Lead-rubber bearing<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
396<\/td>\n SEE8-SM04680896<\/td>\n Neutral Axis Length Variation Of Self-Centered Rc Shear Wall Under Lateral Nonlinear Static Load<\/td>\n Fahimeh Shahpouri, Abbas Ali Tasnimi<\/td>\n Nonlinear analysis, Self-centering, Shear wall, Neutral axes length<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
397<\/td>\n SEE8-SM04900379<\/td>\n The Resilience Of Special And Ordinary Moment Resisting Frames<\/td>\n Parisa Toofani Movaghar, Behrouz Asgarian<\/td>\n Resilience, Recovery time, IDA, Fragility curves, Steel moment resisting frames<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
398<\/td>\n SEE8-SM06310626<\/td>\n Seismic Fragility Analysis Of Multi-Story Rc Shear Wall-Frame System For Assessment Of Global Behavior<\/td>\n Masoud Ahmadipour, Reza Karami Mohammadi<\/td>\n RC Shear Wall, Fragility Analysis, Fiber-Force Element, Analytical Model, Dual-Frame System<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
399<\/td>\n SEE8-SM06420290<\/td>\n Stability Analysis Of Arch Dam Abutments Due To Vertical Seismic Excitations<\/td>\n Hassan Mostafaei, Farhad Behnamfar<\/td>\n Safety factor, Londe method, Bakhtiari dam, Uplift pressure, Vertical earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
400<\/td>\n SEE8-SM06420292<\/td>\n Performance Levels Of Eccentric Structures Due To Torsion And Soil-Structure Interaction<\/td>\n Masood Shirzadi, Farhad Behnamfar, Payam Asadi<\/td>\n soil-structure interaction; torsional response; inelastic; seismic; steel structures<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
401<\/td>\n SEE8-SM07920667<\/td>\n The Effect Of Site Orientation On The Seismic Response Of Steel Sdof Systems<\/td>\n Hamed Hamidi, Horr Khosravi, Shakiba Monfaredi<\/td>\n Site Orientation, Dynamic Analysis, SDOF, Directivity Effect, Near-Fault GM<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
402<\/td>\n SEE8-SC06830335<\/td>\n Development Of New Bim Standards For Construction Projects<\/td>\n Jubin Motamed, Ardeshir Sayah Mofazali<\/td>\n Building Information Modelling (BIM), ISO 19650, PAS 1192<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
403<\/td>\n SEE8-SM08420491<\/td>\n Numerical Study And Nonlinear Model Of The Effect Of Gusset-Reinforced Stiffener On The Steel Plate Shear Walls With Opening<\/td>\n Xosro Mardanbeigi, Kaveh Nezamisavojbolaghi<\/td>\n Steel Plate Shear Walls, Gusset-reinforced stiffener, Energy absorption, Ductility<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
404<\/td>\n SEE8-SM09550611<\/td>\n Investigating The Effect Of Masonry Infill Walls On The Performance Of Steel Resisting Moment Frames By Using Seismic Fragility Curves<\/td>\n Mehdi Kahrizi, Mehrzad Tahamouliroudsari<\/td>\n Masonry infill wall, Steel structure, Seismic performance, fragility curves<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
405<\/td>\n SEE8-SI12381061<\/td>\n Adaptive Curved Surface Slider For Improved Seismic Protection<\/td>\n Felix Weber, Raad Hamood, Peter Huber, Christian Braun, Mohammad Halimi<\/td>\n Adaptive, Curved surface slider, Earthquake, Seismic protection<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
406<\/td>\n SEE8-SM09880850<\/td>\n Progressive Collapse Analysis And Comparison Of Intermediate And Special Steel Moment Frame Under Fire Conditions<\/td>\n Behrouz Asgarian, Reyhane Saqaei<\/td>\n Progressive collapse, Fire load, Steel frame, UFC code, Nonlinear dynamic analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
407<\/td>\n SEE8-SM10260730<\/td>\n Higher-Mode Effects In Single And Multi-Part Rocking Bracing Systems Behavior<\/td>\n Kiarash Tarahomi, Armin Aziminejad, Mahmood Hosseini, Abdolreza Sarvghad Moghadam<\/td>\n Higher-mode effects, Single and multi-part rocking bracing systems, Nonlinear time history analysis, Energy dissipation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
408<\/td>\n SEE8-SM10490771<\/td>\n Evaluation Of Lateral Stiffness Of Rc Moment Frames Affected By Infills And Openings<\/td>\n Abbas Pourdeilami, Reza Arabsarhangi<\/td>\n RC Frame, Lateral Stiffness, Shear Deformation, Opening, FEM<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
409<\/td>\n SEE8-SM11140928<\/td>\n Seismic Resilience Of A Steel Moment Resisting Frame Using Fema P-58<\/td>\n Mohsen Kavian, Morteza Raissi Dehkordi, Mahdi Eghbali<\/td>\n Seismic resilience, Steel moment resisting frame, FEMA P-58, Incremental dynamic Analysis, Repair cost<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
410<\/td>\n SEE8-SD03060082<\/td>\n Evaluating A Rigid Seismic Connection To The Minor Axis Of Double I-Shaped Columns Using Side Plates<\/td>\n Mohammad Javad Haji Rajabi, Mohammad Saeed Karimi, Mohammad Ali Kafi<\/td>\n Steel rigid connection, Side plate, Column minor axis, Cyclic loading, Numerical analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
411<\/td>\n SEE8-SD01730697<\/td>\n Disambiguation Of \"Iranian Code Of Practice For Seismic Resistant Design Of Buildings\" Text And Its Necessity<\/td>\n Ali Nasiri, Behrooz Mahmoodi-Bakhtiari, Seyedeh Mahdis Mirzadeh<\/td>\n Disambiguation, Seismic Resistant Design, Lexical Ambiguity, Earthquake Engineering Code<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
412<\/td>\n SEE8-SD04390686<\/td>\n Challenges Of Ranking Newly Built Rc Buildings In Terms Of Seismic Safety In Iran<\/td>\n Omid Zaribafian, Abdolreza S. Moghadam, Towhid Pourrostam<\/td>\n Seismic Rating System, Seismic Performance, Seismic Vulnerability, Technical-property document, RC Buildings<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
413<\/td>\n SEE8-SD07821103<\/td>\n Risk-Targeted Seismic Design Map For Iran: Achievements And Challengs<\/td>\n Afshin Kalantari, Amir Reza Taherian<\/td>\n Risk-targeting, Seismic hazard, Fragility function, Seismic design map<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
414<\/td>\n SEE8-SD09120585<\/td>\n An Introduction To Sustainable Seismic Design<\/td>\n Mozhgan Kamizi, Armen Minassian, Mark Grigorian<\/td>\n Sustainability, rocking core, collapse prevention, stiffness reduction, re-centering<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
415<\/td>\n SEE8-SH08800532<\/td>\n Damage Identification In Steel Girder Bridges Using Improved Damage Index Method By Modal Combination And Artificial Neural Network<\/td>\n Hooman Nick, Armin Aziminejad, Karim Laknejadi, Mir Hamid Hosseini<\/td>\n Damage detection, modal strain energy based damage index, artificial neural network, steel girder bridges, structural health monitoring, vibration-based damage detection<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
416<\/td>\n SEE8-SH13161101<\/td>\n Nonlinear Damage Detection Of Structure Using The Sensitivity Of Time- Varying Modal Parameters<\/td>\n Anahita Sadat Hosseini, Ali Bakhshi, Mohammad Rahai<\/td>\n Damage detection, Model updating, Modal data, Bouc-Wen hysteresis model, Nonlinear behavior<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
417<\/td>\n SEE8-SH13271104<\/td>\n Tension Estimation Of Elastic Cables Using Viberational Method<\/td>\n Milad Cheraghzade, Mohsen Ghafory-Ashtiany, Omid Bahar, Latif Doosti, Mohsen Elmi<\/td>\n Tension estimation, Viberational measurment, Tendon, Elastic cable, Mode shape function Modal frequency, Least square<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
418<\/td>\n SEE8-SH13271106<\/td>\n Vibration-Based Tension Force Estimation Of External Post-Tensioned Tendons: Experimental Study<\/td>\n Latif Doosti, Mohsen Elmi, Milad Cheraghzade, Omid Bahar, Mohsen Ghafory-Ashtiany<\/td>\n Post-Tension Bridge, Vibration, Tendon, Tension Loss, Damage Detection<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
419<\/td>\n SEE8-SI02860554<\/td>\n An Investigation Of Near-Field Earthquakes On The Seismic Response Of Steel Structures With Eccentric Brace Frame (Ebf) With Mass Irregularities<\/td>\n Hamidreza Mahmoodi Kordkheili, Ahmad Mahmoodi Kordkheili, Seyed Mohammad Hosseini Kordkheyli, Alireza Mahmoodi Kordkheili<\/td>\n Nonlinear dynamic analysis, Vertical component, Near field, Steel structures, Mass Irregularity, Eccentric Brace Frame<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
420<\/td>\n SEE8-SI05030230<\/td>\n The Verification Of Visco-Plastic Damper<\/td>\n Pariya Aalipour, Navid Siahpolo<\/td>\n Damper, Visco-plastic, Passive control, Moment frame, Earthquakes<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
421<\/td>\n SEE8-SI12471086<\/td>\n A Case Study On Structure Of Atieh Gharb 2 Hospital Project Equipped With Rotational Friction Damping System<\/td>\n Naser Asadpour, Abbas Yadegari Farzaneh, Seyed Ali Moayed Alaee<\/td>\n Structural System, Earthquake, Damping System, Rotational Friction Dampers, Steel Plate Shear Walls<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
422<\/td>\n SEE8-SM01700145<\/td>\n Analytical Modeling Of Precast Concrete Grouted Beam- Column Joints Under Cyclic Load<\/td>\n Mehrafrain Naserkhaki, Akbar Vasseghi, Babak Mansouri<\/td>\n Precast concrete, beam\u2013column joints, grouted sleeves, Analytical model, Experimental verification<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
423<\/td>\n SEE8-SM01730685<\/td>\n Effect Of Multiple Low Intensity Earthquakes In Low-Rise Reinforced Concrete Buildings<\/td>\n Ali Nasiri<\/td>\n Low-intensity Earthquakes, Multiple Earthquakes, Reinforced Concrete Building, Cumulative Accumulation, Structural Demand<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
424<\/td>\n SEE8-SM02410065<\/td>\n Torsional Response Of Short Span Truss Type Deck Suspension Bridge Under Approximation Closed Form Of Pulse Type Ground Motion<\/td>\n Hamed Alizade, Seyed Hossein Hosseini Lavasani, Afshin Meshkat-Dini<\/td>\n suspension bridge, Near-field, pulse type ground motion, closed form approximation, energy spectra<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
425<\/td>\n SEE8-SM03090168<\/td>\n The Influence Of Geometric Characteristics On The Performance Of Steel Shear Wall<\/td>\n Peyman Katal Mohseni, Amin Zahedi- Khameneh, Zahra Khodaverdlou<\/td>\n SPSW, Energy Absorption, Non-linear analysis, Opening & stiffener<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
426<\/td>\n SEE8-SM06110300<\/td>\n Seismic Response Of Bearing With Yielding Shear Plate Installed On The Steel Moment Frame<\/td>\n Mahdi Saadatnia, Hossein Tajmir Riahi<\/td>\n Rubber bearing, Perforated yielding shear plates, Base shear, Relative displacement<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
427<\/td>\n SEE8-SM06210488<\/td>\n Seismic Performance Of Composite Decks With Full And Partial Interaction<\/td>\n Zahra Kheirkhah Ahmad Abadi, Amir Reza Ghiami Azad<\/td>\n Seismic Performance, Partial Interaction,Shear Connector,Composite Bridge,Deck<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
428<\/td>\n SEE8-SM06330359<\/td>\n Investigation Of Seismic Behavior Of Eccentrically Steel Frame With Vertical Fuse With Sinusoidal And Trapeziodal Sheets In Different Thicknesses<\/td>\n Alireza Kashani, Alireza Geraili, Azim Tagholi<\/td>\n Vertical fuse, Shear link, Energy dissipation, EBF frame, Ductility<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
429<\/td>\n SEE8-RC08260472<\/td>\n The Extent And Method Of Reflection Of Tehran,Dec 20, 2017(Malard) Earthquake News In Media<\/td>\n Parvaneh Pishnamazi, Zeinab Mirkhalaf Zadeh, Ali Ehsan Seif<\/td>\n Crisis, Earthquake, Television, Cyberspace, Press<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
430<\/td>\n SEE8-SM07130368<\/td>\n Analytical Modeling Of Self-Centering Dual Shell Bridge Column<\/td>\n Sadaf Rouintan, Akbar Vasseghi, Babak Mansouri<\/td>\n Rocking System, Self Centering ability, Dissipator,Bridge Bent, Residual Drift<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
431<\/td>\n SEE8-RC12591093<\/td>\n Investigating Awareness Of Students In Sarpol-E Zahab And Malard About Earthquake And Safety<\/td>\n Vida Heshmati, Maliheh Eskandari, Farokh Parsizadeh<\/td>\n Earthquake, Safety, Drill, Student's awareness<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
432<\/td>\n SEE8-RD05450283<\/td>\n Statistical Modeling Of The Beginning And End Of Relief Time By Red Crescent In Earthquakes Between 1395-1396: A Survival Study<\/td>\n Batoul Khoundabi, Ahmad Soltani, Navvab Shamspour<\/td>\n Relief Time, Survival Analysis, Earthquake, Red Crescent Society<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
433<\/td>\n SEE8-SM07200706<\/td>\n Evaluation Of Seismic Performance Of Steel Moment Frames Considering Deterioration Effects Using Ida<\/td>\n Seyedeh Maryam Hosseinifard, Farzaneh Hamedi<\/td>\n Moment resisting frame, Incremental dynamic analysis, CMR, Deterioration, FEMA P-695<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
434<\/td>\n SEE8-RD08430492<\/td>\n A Review Of Risk And Vulnerability Of National Broadband Seismic Network Of Iran<\/td>\n Alireza Ghafouri Zarandi, Kambod Amini Hossini<\/td>\n vulnerability, social, economic and cultural studies, National Broadband Seismic Network<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
435<\/td>\n SEE8-SM07330415<\/td>\n Modeling The Behavior Of Reinforced Concrete Beam-Column Exterior Joint Using Ansys With The Comparison Of Results Of Analytically And Experimentally<\/td>\n Somayeh Ghanaatianjobzari, Gholamreza Nouri<\/td>\n Beam-column Connection, Ansys, Nonlinear Analysis, Finite Element Analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
436<\/td>\n SEE8-SM07770445<\/td>\n Bionic Architecture By Using Deep Learning Algorithms<\/td>\n Somayeh Hajiloo, Mostafa Allameh Zadeh<\/td>\n Artificial neural network, Monte Carlo simulation, Architecture<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
437<\/td>\n SEE8-RD09080664<\/td>\n An Investigation Of Using Life Detection Quadcopters In Earthquakes: The Case Study Of Iran<\/td>\n Negar Soroushnia, Shiva Soroushnia, Mohammad Mehdi Ahmadi<\/td>\n Life detection, Ultra-wideband, Earthquake, Risk management, Quadcopters<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
438<\/td>\n SEE8-SM08040457<\/td>\n A Practical Algorithm For Modeling Of Friction Damped-Based Structures<\/td>\n Kamyar Gharra, Karen Khanlari, Jafar Asgari<\/td>\n Analytical modeling, Coulomb friction, condensed motion equation, Friction damper<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
439<\/td>\n SEE8-RD11680997<\/td>\n Developing A Bim-Shm Integrated System For Disaster Risk Management Using Auto-Regressive Model<\/td>\n Anahita Bolourani, Ala Nekouvaght Tak, Maryam Bitaraf, Hosein Taghaddos<\/td>\n Structural health monitoring, Building information modeling, Safety, Early warning, Auto-regression<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
440<\/td>\n SEE8-RI05010210<\/td>\n Power Network Seismic Reliability Analysis By Simplified Parallel And Series Systems Concept<\/td>\n Babak Esmailzadeh Hakimi, Babak Mansouri, Mohsen Ghafouri Ashtiani<\/td>\n Power, Network, Reliability, Risk, System<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
441<\/td>\n SEE8-SM08150811<\/td>\n Evaluation Of The Methods Estimating Structural Strength Reduction Factor Under Far Field Records<\/td>\n Reza Barati, Ghasem Boshrouei Sharg, Abbas Karamodin<\/td>\n Strength Reduction Factor, FEMA P-695, Seismic Demand, Performance Base Seismic Design<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
442<\/td>\n SEE8-RS06940345<\/td>\n Explaining The Post-Disaster Temporary Housing Criteria After Earthquakes Based On Analysis Of The Human Order Parameters In Spatial Organization<\/td>\n Ali Javanforouzande, Elnaz Asgari Namin<\/td>\n Post-disaster Temporary housing, spatial organization, human order parameters, social and Cultural approach, Security<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
443<\/td>\n SEE8-RU12001026<\/td>\n Re-Framing Earthquake Resilience Bridging The Gap Between Theory And Implementation<\/td>\n Fereshteh Aslani, Kambod Amini Hosseini<\/td>\n Earthquake, Resilience, Theory, Implementation, Neighborhood<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
444<\/td>\n SEE8-SM08410527<\/td>\n Comparison Of Performance Of Mid Height Steel Braced Rocking Buildings With Low Rise Buildings<\/td>\n Razie Ansari Targhi, Marzieh Ansari Targhi, Abdolreza S. Moghadam<\/td>\n Rocking, Steel brace system, Energy dissipating fuses, Nonlinear dynamic analysis, Vulnerability<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
445<\/td>\n SEE8-GE02430070<\/td>\n Numerical Study Of Seismic Behavior Of Reinforced Soil Bridge Abutments Under Different Ground Motions<\/td>\n Kazem Fakharian, Mohammadreza Kashkooli<\/td>\n Reinforced bridge abutment, seismic response, geogrid, numerical model, dynamic analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
446<\/td>\n SEE8-SM08830780<\/td>\n Comparison Of The Seismic Behavior Of 1-Story And 8-Story Unstiffened Steel Plate Shear Walls<\/td>\n Ilgar Nikzad Khiavi, Fariborz Nateghi Elahi<\/td>\n Steel plate shear wall, Height, Bending, Diagonal tension field, Finite Element<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
447<\/td>\n SEE8-GE02970102<\/td>\n The Effects Of Subsurface Holes On Dynamic Responses Of Earth Dam (Case Study: Tang-E Sorkh Earth Dam<\/td>\n Mehdi Mokhberi, Mehdi Ebrahimi<\/td>\n Site effect, Sinkhole, Tang-e- Sorkh, dam, karst<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
448<\/td>\n SEE8-SI08960801<\/td>\n Performance Assessment Of Tuned Liquid Damper With Fixed Baffles In A 5-Story Benchmark Building Under Far And Near-Field Earthquakes<\/td>\n Mazyar Fahimi Farzam, Babak Alinejad, Rasool Maroofiazar, Hajar Kazemi Sormoli<\/td>\n Passive control, Tuned liquid damper, Structure fluid interaction, Far and near-field earthquakes, ANSYS<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
449<\/td>\n SEE8-GE04790199<\/td>\n Numerical Study Of Effects Of The Superstructure On Dynamic Response Of A 3\u00d73 Pile Group<\/td>\n Sadjad Hadei, Mohammad M Ahmadi<\/td>\n Dynamic response, Pile group, Soil-pile-structure interaction, Three-dimensional modeling, Mass of superstructure<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
450<\/td>\n SEE8-GE05160535<\/td>\n Dynamic Analysis Of Buried Pipelines Under Blast Loading By Differential Quadrature Method<\/td>\n Parvin Rismani, Alireza Fiouz, Amin Keshavarz<\/td>\n Pipeline, Buried pipeline, Blast load, DQ method, Dynamic analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
451<\/td>\n SEE8-GE08970546<\/td>\n Fuzzy Reliability Analysis Of Sheet Pile Wall Seismic Design<\/td>\n Maryam Sadat Seyedpour, Ali Derakhshani<\/td>\n Uncertainty, Fuzzy sets theory, Sheet pile wall, Safety factor, Seismic design<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
452<\/td>\n SEE8-GE09070552<\/td>\n Application Of Mise-A-La-Masse Method In Study Of Subsurface Structures Of Qom\u2019S Neyzar Plain<\/td>\n Shahrzad Shafieezadeh Mahani, Mohammadali Riahi<\/td>\n GroundwaterPath, Fault, Mise-a-la-mass method, Electrical resistance, Qom 's Neyzar Plain<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
453<\/td>\n SEE8-GE11280943<\/td>\n Site Response Variations By Ground Improvement<\/td>\n Rasoul Alipour, Heisam Heidarzadeh<\/td>\n Amplification, Shear Velocity, Jet Grouting, Ground Improvement<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
454<\/td>\n SEE8-SI05600229<\/td>\n Seismic Performance Of Rocking Concrete Shear Walls With Innovative Rotational Resilient Slip Friction Joints<\/td>\n Kaveh Sahami, Pouyan Zarnani, Pierre Quenneville<\/td>\n Rotational-RSFJ, Self-centring, Rocking shear wall, Energy dissipation, Low damage design<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
455<\/td>\n SEE8-GE12231054<\/td>\n Investigation Of The Impact Of Earthquake Noveber Of 2017 Sarpol-E-Zahab On The Hirvi Regulatory Dam Using Instrumentation Data<\/td>\n Mohsen Khademi, Hassanali Seraj<\/td>\n Sarpol-e Zahab Earthquake, Hirvi Regulatory dam, 3D mechanical jointmeter<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
456<\/td>\n SEE8-SM10930898<\/td>\n Siesmic Performance Of Regular And Irregular Brb Frames Under Seismic Sequence<\/td>\n Alireza Panahi, Gholamreza Ghodrati Amiri, Pegah Amirsoleimani, Ehsan Darvishan<\/td>\n BRB, Nonlinear Dynamic Analysis, IDA, Seismic Sequence, Irregular frame<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
457<\/td>\n SEE8-SM07550826<\/td>\n A Neural Network-Based Method For Predicting Seismic Response Of Structures<\/td>\n Mahsa Mashmouli, Konstantin Goldschmidt, Leandro Steinel, Hamid Sadegh-Azar<\/td>\n Seismic response of structures, Artificial Neural Networks, Wavelet activation function<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
458<\/td>\n SEE8-GE12641077<\/td>\n Seismic Response Of A Landfill Cover: A Case Study Of Nazlou Landfill In Urmia<\/td>\n Hossein Sadighi, Abbas Eslami Hagthigha<\/td>\n landfill covers, Newmark analyses, permanent displacement<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
459<\/td>\n SEE8-GH01300814<\/td>\n Effects Of Stone Columns On Improvement Of Liquefable Soil Layers<\/td>\n Reza Babaei, Rouzbeh Dabiri<\/td>\n Liquefaction, Stone column, Soil Improvement, Settlement, FlAC 2D<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
460<\/td>\n SEE8-SM11030934<\/td>\n Modeling And Investigation Of The Floor Isolation Effect And Application Of Yeilding Dampers By Nonlinear Dynamic Analysis<\/td>\n Mahdi Dehghany Yazdeli, Mahmood Hosseini<\/td>\n seismic isolator, yielding damper, nonlinear analysis, dynamic analysis, modeling<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
461<\/td>\n SEE8-GH10740912<\/td>\n Pseudo-Static Reliability Stability Analysis Of Infinite Slope With Triangle Wedge Failure<\/td>\n Ali Johari, Ali Fotovat<\/td>\n Reliability, Slope stability, Monte Carlo simulation, Pseudo-static, Triangle wedge failure<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
462<\/td>\n SEE8-SM11050907<\/td>\n Developing And Evaluation A New Discrete Macro-Element For Modeling And Nonlinear Analyzing Of Unreinforced Masonry Walls<\/td>\n Yeganeh Sadat Sadeghi, Alireza Aghababaie Mobarake<\/td>\n Unreinforced masonry walls, Discrete macro-element, two-dimensional element, unreinforced masonry panels<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
463<\/td>\n SEE8-GS07290389<\/td>\n Half-Space Green\u2019S Function For Lamb\u2019S Problem<\/td>\n Maryam Erfaninia, Mohsen Kamalian<\/td>\n 3D Green\u2019s Function, Source Image, Half Space, Heaviside Step Function, Dirac Delta Function<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
464<\/td>\n SEE8-GS07651022<\/td>\n Parametric Study Of Seismic Site Response Under Share Wave Velocity Variation Of Bedrock<\/td>\n Majid Reyhani, Mogtaba Moosavi<\/td>\n seismic site response, share wave velocity, bedrock<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
465<\/td>\n SEE8-SM11071043<\/td>\n On Faster Transient Analysis Of Structural Systems Against Earthquakes: Case Study Of An Earth Dam<\/td>\n Maria Alejandra Daziano, Aram Soroushian<\/td>\n Structures transient analysis, Finite elements, Time integration, Run-time, Accuracy, Dams<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
466<\/td>\n SEE8-GS07700612<\/td>\n Site Effects Using Hvsr And Ssr Techniques In Ramsar City<\/td>\n Hanif Zarabiha<\/td>\n Site Effects, Microtremors, Spectral Ratio, Resonant Frequency, Amplification<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
467<\/td>\n SEE8-GS08050564<\/td>\n Assessment Of Site Effects And Soil-Structure Resonance In Algiers Center<\/td>\n Yamina Ait Mezianze, Rania Souici, Djilali Bouziane, Nabila Guessoum, Mohamed Yacine Tebbouche<\/td>\n Soil frequency, Microtermor, Natural frequency, Nakamura methods, Building, Algiers<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
468<\/td>\n SEE8-SM11270940<\/td>\n Dynamic Analysis Of Balanced Cantilever Concrete Bridges With Different Pier Heights Under Near-Field Ground Motions<\/td>\n Nima Nick, Mohammadghasem Vetr<\/td>\n Near-field ground motions, Equal and unequal pier heights, Seismic behavior, Nonlinear time series analysis, Push-over Analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
469<\/td>\n SEE8-GS08270833<\/td>\n Nonlinear Seismic Site Effects In Filled Topographies By Saturated Porous Alluvium<\/td>\n Dana Amini, Behrouz Gatmiri<\/td>\n Site Effects, Seismic Ground Response, Nonlinear Dynamic Response, Saturated Porous Media, Alluvial Topographies<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
470<\/td>\n SEE8-GS09720722<\/td>\n 2D Site Effects Study In The Seismic Response Of The Excavations And Adjacent Buildings<\/td>\n Helia Feizi, Behrouz Gatmiri, Jahangir Khazaie<\/td>\n Site Effects,Seismic Response,Excavation,Hybrid,Adjacent Buildings<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
471<\/td>\n SEE8-SM12391064<\/td>\n Advanced Intensity Measures For Predicting The \u200eSeismic Collapse Capacity Of Smrfs<\/td>\n Farzin Kazemi, Hamid Reza Jamshidiha, Benyamin Mohebi<\/td>\n Seismic collapse capacity, Scalar-valued intensity measure, Vector-valued intensity measure, \u200eSpectral shape, Incremental dynamic analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
472<\/td>\n SEE8-GS10290735<\/td>\n Seismic Structural Response Of Steel Frames Considering Soil-Foundation-Structure Interaction<\/td>\n Mohammad Ghasem Vetr, Abdollah Rohani Hajiagha, Abolfazl Riahi Nouri<\/td>\n Seismic Response, Steel Frames, Soil-Foundation-Structure Interaction (SFSI), Earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
473<\/td>\n SEE8-SM12391066<\/td>\n Modification Factors For Residual Drift Assessment \u200eOf Adjacent Smrfs Considering Structural Pounding<\/td>\n Farzin Kazemi, Benyamin Mohebi<\/td>\n Modification factor, Residual drift, Reinforced concrete, Structural pounding, Incremental \u200edynamic analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
474<\/td>\n SEE8-GS10290915<\/td>\n The Effect Of Soil Parameters On The Response Of Structures Subjected To Multicomponent Earthquake Excitation<\/td>\n Abolfazl Riahi Nouri, Mohammad Ghasem Vetr, Abdollah Rohani Hajiagha<\/td>\n Seismic Response, Soil Parameters, Multicomponent, Soil-Foundation-Structure Interaction<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
475<\/td>\n SEE8-GS11431095<\/td>\n Effect Of Cyclic Loading Direction On Sandy Slope Liquefaction<\/td>\n Mohamad Reza Rasouli, Majid Moradi, Abbas Ghalandarzadeh<\/td>\n Multidirectional Loading, Simple Shear, Liquefaction, Carbonate Sand<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
476<\/td>\n SEE8-SM12451060<\/td>\n Dynamic Response Of Rocking Structures Equipped With Vertically Mounted Viscous Dampers In Bottom Story<\/td>\n Mohammad Ghasem Vetr, Farzad Asghari, Midia Ameli<\/td>\n Viscous damper, Rocking structures, Earthquake protective systems, Low-Damage structures, Uplift<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
477<\/td>\n SEE8-GS12111096<\/td>\n The Necessity Of 2D\/3D Site Effect Studies In Big Cities Of Iran: Premilinary Results Of Tehran Experiment<\/td>\n Saeid Soltani, Ebrahim Haghshenas, Bertrand Guillier, Cecile Cornou<\/td>\n 2D\/3D Site effects, Surface Waves, Ambient noise, Tehran<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
478<\/td>\n SEE8-GS12111097<\/td>\n The Efficiency Of Using Three Component Array-Based Ellipticity Methods For Site Characterization<\/td>\n Saeid Soltani, Ebrahim Haghshenas, Gholam Javan Doloei<\/td>\n Ellipticity, Rayliegh Waves, Ambient noise, RTBF<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
479<\/td>\n SEE8-SM12501067<\/td>\n Numerical Study On 2D Reinforced Concrete Frames \u200eWith Nonductile Columns Using Ida Approach \u200e<\/td>\n Hooman Farahmand, Farzin Kazemi, Mohammad Reza Azadi Kakavand, Shahriar Tavousi Tafreshi<\/td>\n Reinforced Concrete, Existing Buildings, Columns, IDA, Shear-axial Failure<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
480<\/td>\n SEE8-SM12501068<\/td>\n Investigating The Pounding Effects On The Seismic Collapse Capacity Of Adjacent Rc And Steel Smrfs<\/td>\n Farzin Kazemi, Mohammad Reza Azadi Kakavand<\/td>\n Structural pounding, Collapse capacity, Reinforced concrete, Linear viscoelastic contact element, Incremental dynamic analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
481<\/td>\n SEE8-SM12551098<\/td>\n Comparison Of Seismic Responses Of Steel Moment Frames With And Without Rocking Core<\/td>\n \u064eAli Akbari, Ali Massumi, Mark Grigorian<\/td>\n Repairable Structures, Rocking Core, Self-Centering, Nonlinear Analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
482<\/td>\n SEE8-GS12641078<\/td>\n Vertical Impedance Function Of Rigid Strip Footing Over Heterogeneous Half-Space With Increasing Strength With Depth<\/td>\n Shahin Barzgary Sadaghiyani, Abbas Eslami Hagthigha, Hadi Bahadori, Changiz Gheyratmand<\/td>\n Impedance Function, Rigid Strip Footing, Heterogeneous Half-space, Viscous Boundary, Frequency domain<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
483<\/td>\n SEE8-GT09650628<\/td>\n Application Of Genetic Algorithm To Predict Dynamic Parameters Of Granular And Cohesive Soils<\/td>\n Elham Behzadpour, Meysam Bayat<\/td>\n Dynamic properties, Shear modulus, Damping Ratio, Granular, Cohesive<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
484<\/td>\n SEE8-SR03650125<\/td>\n Comparative Experimental Study On Seismic Retrofit Of Existing Gas Risers<\/td>\n Mohammad Safi, Nemet Hassani, Seyed Saeed Beheshti, Hosein Mohammad Saleh, Masood Samadian, Kaveh Zangeneh<\/td>\n Gas riser, Seismic performance, Experimental Evaluation, Retrofit design<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
485<\/td>\n SEE8-GT11390961<\/td>\n Liquefaction-Induced Excess Pore Pressure Generation Under Foundation And Free-Field With Dynamic Centrifuge Modelling<\/td>\n Amir Maghsoodi Shaghaghi, Sina Golmohamadi, Abbas Ghalandarzadeh<\/td>\n Liquefaction, Pore Pressure, Dynamic Centrifuge analysis, Shallow foundation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
486<\/td>\n SEE8-SR04420167<\/td>\n Use Of Replaceable Shear Link In Steel Structures As A Lateral Load Bearing System<\/td>\n Behrokh Hosseini Hashemi, Hadis Mohammadmoradi<\/td>\n Shear link, Steel shear wall, Hysteresis behavior<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
487<\/td>\n SEE8-SR06230281<\/td>\n Light Steel Frame (Lsf) Systems: A Suitable Structure For Building In Iran'S Earthquake-Stricken Areas (A Review)<\/td>\n Mohammad Ammarlou, Mohammad Hosein Ghadiri Rad, Hamid Reza Dashtbani<\/td>\n LSF, Earthquake, Iran, Structure<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
488<\/td>\n SEE8-SR07821105<\/td>\n Influence Of Reduced Seicmic Hazard Level In Rehabilitation Considering Remaining Life Span<\/td>\n Saba Seyed Yousefi, Milad Cheraghzade, Afshin Kalantari<\/td>\n Seismic hazard level; remaining building life span; existing building; probality of limit state<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
489<\/td>\n SEE8-SR08040456<\/td>\n Prioritized Slip Load Optimization Of Friction Damped-Based Structures<\/td>\n Kamyar Gharra, Karen Khanlari, Jafar Asgari<\/td>\n Friction damper, Slip load, optimization problem, SGA<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
490<\/td>\n SEE8-SR08610713<\/td>\n Analysis And Design Of A New Frictional Device With Brake Linings Dampers (Bld) And Their Application In Buildings<\/td>\n Mohammad Ghasem Vetr, Arash Abasi<\/td>\n hysteresis response, friction damper with brake lining, static nonlinear analysis, equivalent damping<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
491<\/td>\n SEE8-SR09020547<\/td>\n Analytical Seismic Performance Evaluation Of Retrofited Unreinforced Masonry Walls Using Diagonal Steel Strips<\/td>\n Delaram Ostad, Jalil Shafaei<\/td>\n Seismic Retrofit, URM Walls, Diagonal Steel Strips, Finite Element Modelling<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
492<\/td>\n SEE8-SR09510607<\/td>\n Application Of Steel Braced Structures With Controlled Rocking System In Seismic Retrofitting Of Buildings, Case Study Of A University Building<\/td>\n Hadiseh Mohammadi, Soheil Rostamkalaee, Abdolreza Sarvghad Moghaddam<\/td>\n Low damage system, Controlled rocking, Self-centering, Energy dissipating fuse, Uplift<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
493<\/td>\n SEE8-SR12071062<\/td>\n The Effect Of Confinement On Concrete Strength And Ductility By Frp Jackets And Angles<\/td>\n Mohammad Ghasem Vetr, Shayan Tabasian<\/td>\n FRP, ductility, strength, confinement concrete<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
494<\/td>\n SEE8-ST09470594<\/td>\n Experimental Investigation Of T-Stub Link-To-Column Connections In Eccentrically Braced Frames<\/td>\n Fakhraddin Danesh, Ebrahim Mohammadrezapour<\/td>\n Eccentrically braced frame, Long link, Experimental test, T-stub connections, Cyclic loading<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
495<\/td>\n SEE8-SV00401088<\/td>\n Seismic Fragility Assessment Of Curved Steel Box-Girder Bridges<\/td>\n Nima Mohammadi, Nemat Hassani, Amir Saedi Daryan, Abdolreza Sarvgad Mogadam<\/td>\n Fragility curves, Probabilistic evaluation, Vulnerability assessment, Curved bridges, Risk mitigation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
496<\/td>\n SEE8-SV05860252<\/td>\n Investigation On Residual Response Of Steel Moment Frames Equipped With Pall Friction Damper Subjected To Seismic Excitations<\/td>\n Arvin Rabbani, Salar Manie<\/td>\n Residual response, PALL friction damper, seismic performance, seismic resilience<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
497<\/td>\n SEE8-SV06590307<\/td>\n Resiliency Comparison Of R\/C Framed Structures With Wall & Slab Systems<\/td>\n Mohammad Amin Nasimizadeh, Mohsen Tehranizadeh, Mohammad Masoud Abbaspour Esfeden<\/td>\n Resiliency, Repair Time, Repair Cost, IDA, Fragility Curve, Wall & Slab, Special Moment Frame<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
498<\/td>\n SEE8-SV07030678<\/td>\n The Evaluation Of Progressive Collapse In Tall Steel Structures With Tubular System Under The Impact Of Earthquake Load<\/td>\n Ali Ghannadian, Amir Hossein Khalvati, Peyman Shademan Heidari<\/td>\n progressive collapse, failure, tubular system, high-rise structure, Strengthening<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
499<\/td>\n SEE8-SV07820459<\/td>\n Effect Of Near And Far Field Records On Seismic Fragility Of Industrial Chimneys<\/td>\n Sina Shekari, Afshin Kalantari<\/td>\n Seismic fragility, Fragility curves, Reinforcement concrete chimney, Far-field ground Motions, Near-field ground motions<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
500<\/td>\n SEE8-SV07960448<\/td>\n The Sismic Evaluation Of Under Mainshock- Fire Damaged Buildings Under- Aftershock Earthquakes<\/td>\n Mohammad Khanmohammadi, Ghazal Saed<\/td>\n Mainshock, Fire, Aftershock, Pushover, Pushdown<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
501<\/td>\n SEE8-SV08000486<\/td>\n Modified Cloud Analysis: Non-Linear Dynamic Analysis With Unscaled Records<\/td>\n Fatemeh Jalayer, Hossein Ebrahimian, Andrea Miano<\/td>\n Seismic risk, Performance-based earthquake engineering, Non-linear dynamic procedures, Ground motion records<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
502<\/td>\n SEE8-SV08050635<\/td>\n Verifying The Choice Of A Numerical Model Of A Building By In Situ Investigation After Realization<\/td>\n Yamina Ait Mezianze, Rania Souici<\/td>\n Building, Theoretical assumptions, Numerical model, In situ investigation, Ambient vibration noise technical<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
503<\/td>\n SEE8-EH11400959<\/td>\n Aftershocks Probabilistic Seismic Hazard Analysis Of The Sarpol-E Zahab Earthquake Of November 12, 2017<\/td>\n Hossein Farmanbordar, Ali Kavand<\/td>\n Aftershocks, Seismic Hazard Analysis, Omori law, Sarpol-e Zahab Earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
504<\/td>\n SEE8-SV08060489<\/td>\n Implementing Incremental Dynamic Analysis For Measuring Entropy-Based Sufficiency Of An Intensity Measure<\/td>\n Hossein Ebrahimian, Fatemeh Jalayer<\/td>\n Seismic risk assessment, Incremental dynamic analysis, Information theory, Performance-based earthquake engineering, Shannon entropy<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
505<\/td>\n SEE8-SB09170677<\/td>\n Earthquake Vulnerability Assessment Of Yazd Mosque<\/td>\n Mohammad Qasem Vetr, Mahdi Esmaili Khalil Abad<\/td>\n Mosque of Yazd, Historical Monuments, Seismic Retrofit, Modeling, Seismic Vulnerability<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
506<\/td>\n SEE8-SV11190933<\/td>\n Comparison Of The Earthquake Resilience Of Eccentrically And Concentrically Braced Frames Buildings<\/td>\n Mehrdad Aftabiazar, Kazem Shakeri, Afsaneh Salehian<\/td>\n Seismic resilience, Loss assessment, Downtime assessment, Decision making, Seismic analysis, Braced frames<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
507<\/td>\n SEE8-SD14301113<\/td>\n Damage Controlled-Performance-Based-Optimum Design Of Steel Moment Frames, Considering Life-Cycle Cost<\/td>\n Hashem Dadashi, Majid Mohammadi<\/td>\n Performance-Based Seismic Design of Structures, Optimization, Structural and Non_structural Element, Life-Cycle Cost<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
508<\/td>\n SEE8-SH11470976<\/td>\n Damage Detection Of Skeletal Structures By An Enhanced Metaheuristic Using Modal Data<\/td>\n Mohsen Shahrouzi, Mahsa Bigdelou<\/td>\n Damage detection, Optimization algorithm, Vibration frequency, Mode shape<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
509<\/td>\n SEE8-SV14301109<\/td>\n Post-Earthquake Reconnaissance Of Sarpol-E Zahab Concrete Buildings After 6.4 Magnitude Aftershock<\/td>\n Ramin Otadi, Majid Mohammadi, Behrokh Hosseini Hashemi<\/td>\n Sarpolzahab earthquke, Ductile behavior, Damaged structure, Infill panel<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
510<\/td>\n SEE8-SI02450658<\/td>\n Seismic Fragility Assessment Of Steel Structures With Hybrid Yeilding Ring Damper<\/td>\n Hossein Bahadori, Elham Moaddab, Pouya Golabi<\/td>\n Hybrid, Ring damper, Moderate earthquake, Sever earthquake, Energy dissipation<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
511<\/td>\n SEE8-SI03740187<\/td>\n The Effect Of Using Arc-Surfaced Dampers On Reduction Of The Collapse Probability Induced By Forward Directivity<\/td>\n Sara Balzadeh, Zakariya Waezi<\/td>\n Collapse Assessment, Forward Directivity, Friction Damper, Variable Friction Force, Arc-Surfaced Damper<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
512<\/td>\n SEE8-SV01870052<\/td>\n Ground Displacement And Building Damage Estimation Of The 2017 Kermanshah Earthquake Using Sar Remote Sensing<\/td>\n Sadra Karimzadeh, Masashi Matsuoka<\/td>\n Seismic displacement, Kermanshah earthquake, Sentinel-1, ALOS-2, InSAR<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
513<\/td>\n SEE8-SI06110271<\/td>\n Seismic Performance Of Rubber Bearing With Perforated Yielding Shear Devices<\/td>\n Mahdi Saadatnia, Hossein Tajmir Riahi<\/td>\n Rubber bearing, Perforated yielding shear plates, Energy dissipation, Cyclic behavior, local buckling<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
514<\/td>\n SEE8-SR01580544<\/td>\n Assessment Of Seismic Performance Of Rc Structure Retrofitted By Eccentrically Braced Systems<\/td>\n Iman Bazyar, Habib Akbarzadeh Bengar, Saeid Fallahian<\/td>\n Reinforced concrete frames, Steel brace, Shear assessment, Seismic retrofitting, nonlinear analysis<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
515<\/td>\n SEE8-SV14301111<\/td>\n The Effect Of Aftershocks On Structural Lifetime<\/td>\n Bahador Ziaeemehr, Majid Mohammadi<\/td>\n Structural Lifetime, Time-dependent Fragility Curve, Aftershoks, IDA, Performance<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
516<\/td>\n SEE8-SV14301112<\/td>\n Safety Evaluation Of Buildings By Aftershocks<\/td>\n Mohammad Ali Asghari Varzaneh, Majid Mohammadi<\/td>\n System identification, Post-earthquake building assessment, Decision-support system, Structural safety, Forced-vibration measurements<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
517<\/td>\n SEE8-SV14301110<\/td>\n Post-Earthquake Reconnaissance Of Sarpol-E Zahab Steel Buildings After 6.4 Magnitude Aftershock<\/td>\n Ramin Otadi, Majid Mohammadi, Behrokh Hosseini Hashemi<\/td>\n Sarpolzahab earthquke, Ductile behavior, Damaged structure, Infill panel<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
518<\/td>\n SEE8-GE03641108<\/td>\n Comparison Of Seismic Displacement Of Gravity Retaining Wall And Reinforced Soil Wall According To Performance Base<\/td>\n Mojtaba Vasheghani, Saeed Ghaffarpour Jahromi<\/td>\n Permanent deformation, Earthquake, Performance level<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
519<\/td>\n SEE8-GS08850809<\/td>\n Effect Of Inclusion Piles On Surface Seismic Ground Response Using Numerical Approach<\/td>\n Arian Ghanbari Birgani, Hamid Alielahi, Reza Keyhani<\/td>\n Site Effects, Inclusion piles, Seismic ground response, Numerical Analysis, Effective depth<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
520<\/td>\n SEE8-GS12021025<\/td>\n Site Effects At Dasht-E Zahab In Ezgeleh-Sarpol-E Zahab Earthquake<\/td>\n Mojtaba Moosavi, Parisa Mobayen<\/td>\n Site effects, Dasht-e Zahab, Ezgeleh-Sarpol-e Zahab Earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
521<\/td>\n SEE8-RS06190278<\/td>\n The Study Of The Narrative Of The Experience Of The Governor Of Sar-Po-Le Zahab From The Earthquake<\/td>\n Minoo Salimi<\/td>\n earthquake, Sare poleZahab, governor, social problems, crisis management<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
522<\/td>\n SEE8-RU05830251<\/td>\n Basic Method To Classify Spatial Dstribution Of Site Factor Using Single Microtremor In Ashgabat, Turkmenistan<\/td>\n Koicihi Hasegawa, Sergey Abaseyev Abaseyev, Kambod Amini-Hosseini<\/td>\n H\/V spectrum, Site factor, Predominant period, Microtremor, GIS, Ashgabat<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
523<\/td>\n SEE8-EP11480987<\/td>\n Microstructure And Deformation Tempurature Condition Of Aliabad-E Damaq Mylonitic Granite<\/td>\n Farzaneh Aghayari, Shahriar Mahmoudi, Reza Nozaem, Seyed Ali Shafiei Goosheh<\/td>\n Microstructure, Temperature, Ali Abad-e Damaq, Mylonite<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
524<\/td>\n SEE8-GS04280183<\/td>\n An Analytical Evaluation Of Pile-Soil Interaction In Two-Phase Approach<\/td>\n Seyed Mehdi Nasrollahi, Seyed Ehsan Seyedi Hosseininia<\/td>\n two-phase model, analytical solution, soil-reinforcement interaction, reinforced soil, elastic form<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
525<\/td>\n SEE8-GS10370815<\/td>\n Identification Of 3D Lateral Variations In Pseudo-3D Environment<\/td>\n Hossein Rahnema, Farhad Niknam<\/td>\n Surface wave method, Lateral variations, Pseudo-3D environment, MASW<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
526<\/td>\n SEE8-EH05940694<\/td>\n Seismic Hazard Assessment Of Ahwaz And Behbahan Cities By Statistical, Deterministic And Probabilistic Methods<\/td>\n Seyed Soroush Enferadi, Seyedeh Marziyeh Ahmadpour<\/td>\n Statistical seismic hazard assessment, Deterministic seismic hazard assessment, Probabilistic seismic hazard assessment, Ahwaz region, Behbahan region<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
527<\/td>\n SEE8-SD04770197<\/td>\n Seismic Behaviour And Design Of Beam-Column Connections In Precast Industrial Buildings<\/td>\n Matej Fischinger, Tatjana Isakovic<\/td>\n Precast buildings, Dowel connection, Cyclic experiment, Design procedure<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
528<\/td>\n SEE8-SH06130267<\/td>\n Comparison Of Dynamic Characteristics Of A High-Rise Building Under Ambient Vibration, Forced Vibration, And Earthquake Excitation<\/td>\n Sherif Beskhyroun, Niusha Navabian, Liam Wotherspoon, Quincy Ma<\/td>\n System identification, Ambient vibration, Forced vibration test, Earthquake, Full-scale building<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
529<\/td>\n SEE8-SM05980279<\/td>\n Site-Specific Response Analysis Versus Implementing The Mean Shear Wave Velocity Within Psha<\/td>\n Faranak Naghdibak, Alireza Azarbakht<\/td>\n Ground motion prediction equations, Site effects analysis, Spectral values correlation, Shake2000, Shear wave velocity<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
530<\/td>\n SEE8-SM06990369<\/td>\n Parametric Finite Element Evaluation Of Rc Beam-Column Joints<\/td>\n Seyed Ahmad Nezami, Jalil Shafaei<\/td>\n Reinforced concrete, Beam-column connection, Finite element model, Bond-slip, Dissipation energy<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
531<\/td>\n SEE8-SM08580600<\/td>\n The Effect Of The Disproportionate Effective Moment Of Inertia Caused By Cracks On The Seismic Response Of The Concrete Building<\/td>\n Mohammad Khalil, Mohammad Safi<\/td>\n Effective moment of inertia, Crack control, Seismic response, Concrete building<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
532<\/td>\n SEE8-SM12241056<\/td>\n Application Of Stochastic Shakemaps Based On Random Field Of Groundshaking<\/td>\n Andrea Miano, Fatemeh Jalayer<\/td>\n Stochastic ShakeMaps, Ground motion prediction equations, Spatial correlation, Empirical fragility curves, Loss Assessment<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
533<\/td>\n SEE8-SR08600623<\/td>\n Analytical Investigation On The Sma-Based Retrofitting Of Substandard Rc Frames<\/td>\n Burak Duran, \u00d6zg\u00fcr Av\u015far<\/td>\n Shape memory alloys, analytical model, seismic retrofitting, reinforced concrete, residual<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
534<\/td>\n SEE8-ST08780963<\/td>\n Quasi-Static Shear-Compression Tests On Six Rubble Stone Masonry Walls<\/td>\n Amir Rezaie, Michele Godio, Katrin Beyer<\/td>\n Stone-masonry wall, Shear-compression cyclic test, 3D displacement field, DIC<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
535<\/td>\n SEE8-SV07821114<\/td>\n Buildings Damage Data Gathering After 2017 Sarpol-E Zahab Earthquake<\/td>\n Afshin Kalantari, Behrokh Hosseini Hashemi, Hamid Reza Farshchi<\/td>\n Earthquake damage data, Frequent damage modes, Damage data forms<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
536<\/td>\n SEE8-SV09630838<\/td>\n Neural Networks For The Prediction Of Seismic Damage In Reinforced Concrete Structures<\/td>\n Konstantin Goldschmidt, Mahsa Mahsmouli, Hamid Sadegh-Azar<\/td>\n Artificial neural networks, Damage indices, Earthquake, Intensity measures<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
537<\/td>\n SEE8-SV09890665<\/td>\n Energy Absorption And Inelasticity Distribution Mechanisms In Steel Moment Frames Affected By Mainshock-Aftershock Sequences<\/td>\n Mohammadmehdi Torfehnejad, Serhan Sensoy<\/td>\n Mainshock-Aftershock Effect, Hysteretic Energy, Plasticity Distribution, Steel Moment Frames<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
538<\/td>\n SEE8-SV10101010<\/td>\n Christchurch Post-Earthquake Recovery<\/td>\n Gregory Macrae<\/td>\n Canterbury, Earthquake, Organizations, Recovery, Rebuild<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
539<\/td>\n SEE8-EH13241102<\/td>\n A Comprehensive Deformation Model Of Makran Region, For Seismic Hazard Studies<\/td>\n Homa Ghadimi, Alireza Khodaverdian, Hamid Zafarani<\/td>\n Long-term slip rates, Makran, Subduction, Seismic hazard<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
540<\/td>\n SEE8-SD03700945<\/td>\n Evaluation Of Seismic Behavior Of Steel Frames Equipped With Off Center Bracing And Ebf Bracing Under The Near And Far Field Earthquakes<\/td>\n Hadi Aboutalebi, Reza Alghasi, Bita Beigzadeh<\/td>\n Nonlinear dynamic analysis, Off center bracing, EBF bracing, Near and far field earthquakes<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
541<\/td>\n SEE8-SI06300272<\/td>\n Seismic Response Of Pre-Cast Concrete Shear Walls With Controlled Rocking Motion Using Self-Centering Friction Devices<\/td>\n Farhad Mohammadi Darani, Pouyan Zarnani, Pierre Quenneville, Enrico Haemmerle<\/td>\n Seismic Response, Concrete Shear Walls, Self-Centring Friction Dampers<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
542<\/td>\n SEE8-SV11180932<\/td>\n Introduction And Discussion Of Post-Earthquake Quick Inspection Method For Damaged Buildings In Japan<\/td>\n Tatsuya Azuhata, Masanori Tani<\/td>\n Post-earthquake quick inspection, Residual seismic performance, Recovery process, Implementation system, the 2016 Kumamoto earthquake<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
543<\/td>\n SEE8-RL12061030<\/td>\n Developing An Empirical Fatality Model To Implement In Rapid Loss Assessment System Of Iran Earthquakes (Raise)<\/td>\n Erfan Firuzi, Kambod Amini Hosseini, Anooshiravan Ansari<\/td>\n Fatality model, Rapid loss assessment, Iran, Empirical model<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
544<\/td>\n SEE8-RU07680423<\/td>\n An Urban Seismic Risk And Resilience Model For Isfahan<\/td>\n Mohsen Kohrangi, Paolo Bazzurro, Dimitrios Vamvatsikos<\/td>\n Seismic hazard, Risk, Isfahan, Regional fragility, Regional vulnerability<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
545<\/td>\n SEE8-GE06920342<\/td>\n The Reliability Of The Foundation Seismic Design Using Iranian National Building Code<\/td>\n Ali Shojaeian, Faradjollah Askari, Saeideh Farahani<\/td>\n Reliability-based design, Probabilistic analysis, Iranian national building code, LRFD, ASD<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
546<\/td>\n SEE8-RU07680422<\/td>\n Decision Support, Resilience And Sustainable Reconstruction Of Historical City Cores Under Seismic Threat: The Hyperion Approach<\/td>\n Dimitrios Vamvatsikos, Paolo Bazzurro<\/td>\n Seismic hazard, risk, resilience, cultural heritage, historical city core<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
547<\/td>\n SEE8-ES06780477<\/td>\n Geometry Of Oceanic Slab Beneath The Western Makran Subduction Zone<\/td>\n Hamid Reza Momeni, Khalil Motaghi, Mohsen Rahmani, Abdolreza Ghods, Farhad Sobuti<\/td>\n Makran, Tomography, ACH method, Subduction slab geometry<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
548<\/td>\n SEE8-SI11250936<\/td>\n Buckling Restrained Brace Parametric Study Under Static Load Cycle<\/td>\n Mohammad Ghasem Vetr, Mohsen Yousefi<\/td>\n Buckling resistance brace, Energy absorption graph, Hysteresis, BRB<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
549<\/td>\n SEE8-SV05500339<\/td>\n Column Base Connections Seismic Sustainability<\/td>\n Hosnieh Tavakoli, Abdolreza Sarvghad Moghadam<\/td>\n Low damage, Column base, Self-centering, Seismic performance, Dissipator<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
550<\/td>\n SEE8-RL14701115<\/td>\n Rapid Building Damage Mapping By Optical Satellite Images<\/td>\n Shakiba Mousavi, Babak Mansouri<\/td>\n Optical Satellite, Building Extraction, Rapid Damage Mapping, ANN algorithm<\/td>\n PDF<\/a><\/td>\n <\/tr>\n
551<\/td>\n SEE8-SM07730432<\/td>\n NOTES ON PROGRESSIVE COLLAPSE ANALYSIS OF MODULAR MOMENT FRAMES UNDER DIRECTIONAL EFFECTS OF PULSE-TYPE GROUND MOTIONS<\/td>\n Erfan Alghasi, Afshin Meshkat-Dini, Jafar Keyvani Ghamsari<\/td>\n Framed structure, Progressive collapse, Incident angle, Velocity pulse, Nonlinear dynamics<\/td>\n PDF<\/a><\/td>\n <\/tr>\n <\/tbody> \n\n \n <\/table>\n\n<\/div>\n\nGenerated by wpDataTables<\/a><\/span>