{"id":41864,"date":"2020-06-16T10:47:34","date_gmt":"2020-06-16T07:17:34","guid":{"rendered":"http:\/\/www.iiees.ac.ir\/fa\/?page_id=41864"},"modified":"2020-06-16T10:47:34","modified_gmt":"2020-06-16T07:17:34","slug":"%d9%85%d9%82%d8%a7%d9%84%d8%a7%d8%aa-%da%a9%d9%86%d9%81%d8%b1%d8%a7%d9%86%d8%b3-%d8%a8%db%8c%d9%86-%d8%a7%d9%84%d9%85%d9%84%d9%84%db%8c-see8","status":"publish","type":"page","link":"http:\/\/old.iiees.ac.ir\/fa\/%d9%85%d9%82%d8%a7%d9%84%d8%a7%d8%aa-%da%a9%d9%86%d9%81%d8%b1%d8%a7%d9%86%d8%b3-%d8%a8%db%8c%d9%86-%d8%a7%d9%84%d9%85%d9%84%d9%84%db%8c-see8\/","title":{"rendered":"\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":"

\n

\n \n \n\n \n \n \n \n\n\n \u0639\u0646\u0648\u0627\u0646 \u0645\u0642\u0627\u0644\u0647<\/th> \u0646\u0648\u06cc\u0633\u0646\u062f\u06af\u0627\u0646<\/th> \u0642\u06cc\u0645\u062a<\/th> code<\/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
BUILDINGS DAMAGE DATA COLLECTION AFTER 2017SARPOL-E ZAHAB\nEARTHQUAKE<\/td>\n Afshin Kalantari, Behrokh Hosseini Hashemi, Abdolreza Sarvghad Moghadam, Babak Mansouri, Hamid Reza Farshchi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV07821114<\/td>\n <\/tr>\n
\u0645\u0642\u0627\u06cc\u0633\u0647 \u067e\u0627\u0633\u062e\u200c\u0647\u0627\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0642\u0627\u0628\u200c\u0647\u0627\u06cc \u062e\u0645\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u0627 \u0648 \u0628\u062f\u0648\u0646 \u0647\u0633\u062a\u0647 \u06af\u0647\u0648\u0627\u0631\u0647\u200c\u0627\u06cc<\/td>\n \u0639\u0644\u06cc \u0627\u06a9\u0628\u0631\u06cc\u060c \u0639\u0644\u06cc \u0645\u0639\u0635\u0648\u0645\u06cc\u060c \u0645\u0627\u0631\u06a9 \u06af\u0631\u06cc\u06af\u0648\u0631\u06cc\u0627\u0646<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM12551098<\/td>\n <\/tr>\n
\u0645\u0637\u0627\u0644\u0639\u0647 \u0645\u0648\u0631\u062f\u06cc \u0633\u0627\u0632\u0647 \u067e\u0631\u0648\u0698\u0647 \u0628\u06cc\u0645\u0627\u0631\u0633\u062a\u0627\u0646 \u0622\u062a\u06cc\u0647 \u063a\u0631\u0628 2 \u0645\u062c\u0647\u0632 \u0628\u0647 \u0633\u06cc\u0633\u062a\u0645 \n\u0645\u06cc\u0631\u0627\u06cc\u06cc \u0627\u0635\u0637\u06a9\u0627\u06a9\u06cc \u2013 \u062f\u0648\u0631\u0627\u0646\u06cc<\/td>\n \u0646\u0627\u0635\u0631 \u0627\u0633\u062f\u067e\u0648\u0631\u060c \u0633\u06cc\u062f \u0639\u0644\u06cc \u0645\u0648\u06cc\u062f \u0639\u0644\u0627\u06cc\u06cc\u060c \u0639\u0628\u0627\u0633 \u06cc\u0627\u062f\u06af\u0627\u0631\u06cc \u0641\u0631\u0632\u0627\u0646\u0647<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI12471086<\/td>\n <\/tr>\n
ACTIVE DEFORMATION OF MAKRAN (SOUTHEAST IRAN) USING ONTINUOUS GPS MEASUREMENTS<\/td>\n Armin Rashidian, Khaled Hessami<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EP12561083<\/td>\n <\/tr>\n
POLYPHASE INVERSION TECTONICS IN WESTERN ALBORZ<\/td>\n Khaled Hessami<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EP12561082<\/td>\n <\/tr>\n
WAVELET ANALYSIS FOR TIDAL GAUGES INCLUDING TSUNAMI DATA<\/td>\n Ahmad Ala Amjadi, Mohammad Mokhtari<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ES08591076<\/td>\n <\/tr>\n
GENETIC ALGORITHMS IN TSUNAMI STUDIES<\/td>\n Ahmad Ala Amjadi, Mohammad Mokhtari<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ES08591075<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647 \u067e\u0627\u0633\u062e \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0633\u0627\u0632\u0647 \u06cc\u06a9 \u062f\u0631\u062c\u0647 \u0622\u0632\u0627\u062f\u06cc \u0628\u0647 \u0647\u0645\u0631\u0627\u0647 \u0645\u06cc\u0631\u0627\u06af\u0631 \u0645\u0627\u06cc\u0639 \u062a\u0646\u0638\u06cc\u0645 \u0634\u062f\u0647 \u0645\u062c\u0647\u0632 \u0628\u0647 \u0628\u0627\u0641\u0644<\/td>\n \u062d\u0633\u06cc\u0646 \u0634\u0627\u062f\u060c \u062d\u0633\u06cc\u0646 \u0628\u062e\u0634\u06cc\u060c \u062d\u0633\u0646 \u0633\u0627\u0642\u06cc\u060c \u0638\u0627\u0647\u0631 \u0631\u0636\u0627\u06cc\u06cc\u060c \u0645\u0647\u0631\u0627\u0644\u0647 \u0631\u062e\u0634\u0627\u0646\u06cc \u0645\u0647\u0631<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM12431073<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u062a\u0627\u062b\u06cc\u0631 \u0632\u0644\u0632\u0644\u0647 \u0622\u0628\u0627\u0646 \u0645\u0627\u0647 1396 \u0633\u0631\u067e\u0644 \u0630\u0647\u0627\u0628 \u0628\u0631 \u0633\u062f \u062a\u0646\u0638\u06cc\u0645\u06cc \u0647\u06cc\u0631\u0648\u06cc \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u062f\u0627\u062f\u0647 \u0647\u0627\u06cc \u0627\u0628\u0632\u0627\u0631\u062f\u0642\u06cc\u0642<\/td>\n \u0645\u062d\u0633\u0646 \u062e\u0627\u062f\u0645\u06cc\u060c \u062d\u0633\u0646\u0639\u0644\u06cc \u0633\u0631\u0627\u062c<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE12231054<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EG11991024<\/td>\n <\/tr>\n
\u062a\u0648\u0633\u0639\u0647 \u062a\u062d\u0644\u06cc\u0644 \u067e\u0648\u0634 \u0627\u0648\u0631 \u0645\u062f\u0627\u0644 \u0628\u0647\u06cc\u0646\u0647 \u0634\u062f\u0647 \u0628\u0647 \u0645\u0646\u0638\u0648\u0631 \u0628\u0631\u0622\u0648\u0631\u062f \u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647 \u0627\u06cc \u0642\u0627\u0628\u0647\u0627\u06cc \u062e\u0645\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u062f\u0631 \u0645\u062d\u062f\u0648\u062f\u0647 \u0641\u0631\u0648\u0631\u06cc\u0632\u0634<\/td>\n \u0645\u062d\u0645\u062f\u0645\u0647\u062f\u06cc \u0645\u062f\u0627\u062d\u060c \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc\u060c \u0639\u0644\u06cc\u0631\u0636\u0627 \u06af\u0631\u06af\u0627\u0646\u06cc \u0646\u0698\u0627\u062f<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV11081021<\/td>\n <\/tr>\n
ASSESSMENT OF FINITE FAULT PLANE GEOMETRY IN MEGATHRUST EARTHQUAKE<\/td>\n Ali Noruzi Arkavini, Mehdi Mousavi, Ali Farhadi, Mohammadreza Amini<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EG11841019<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EG11851017<\/td>\n <\/tr>\n
FLOOD RESISTANT DESIGN AND CONSTRUCTION IN SEISMIC ZONE<\/td>\n Mohammad Ghasem Vetr, Fateme Fatahi, Seyed Alireza Mirhakimi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SC11911016<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH11801007<\/td>\n <\/tr>\n
MECHANICAL PROPERTIES OF COMPRESSED ADOBE BRICK<\/td>\n Amir Azmani Mollabashi, Mohammad Amin Mohammadi Alborzi, Baitollah Badarloo, Mahdi Mohammadi Alborzi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ST11711006<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0627\u062b\u0631\u0627\u062a \u062f\u0631\u0632\u0647\u0627\u06cc \u0642\u0627\u0626\u0645 \u0631\u0648\u06cc \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u062f \u0628\u062a\u0646\u06cc \u0642\u0648\u0633\u06cc \u062a\u062d\u062a \u062c\u0646\u0628\u0634\u200c\u0647\u0627\u06cc \u0645\u062a\u0641\u0627\u0648\u062a \u062a\u06a9\u06cc\u0647\u200c\u06af\u0627\u0647\u06cc<\/td>\n \u0639\u0644\u06cc\u0631\u0636\u0627 \u0645\u0631\u062f\u0648\u062e \u067e\u0648\u0631\u060c \u0631\u0627\u0645\u062a\u06cc\u0646 \u0635\u0628\u062d \u062e\u06cc\u0632 \u0641\u0648\u0645\u0646\u06cc\u060c \u062d\u0627\u0645\u062f \u0646\u0648\u0631\u06cc \u0646\u0627\u0648\u0631\u0648\u062f<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM11701004<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0627\u062d\u062a\u0645\u0627\u0644 \u062e\u0631\u0627\u0628\u06cc \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0628\u0631\u0634\u06cc \u0648 \u062a\u06cc\u0631\u0647\u0627 \u062f\u0631 \u0633\u06cc\u0633\u062a\u0645\u200c\u0647\u0627\u06cc \u062f\u0648\u06af\u0627\u0646\u0647 \u0642\u0627\u0628 \u062e\u0645\u0634\u06cc \u0648 \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0628\u062a\u0646\u06cc<\/td>\n \u0645\u062d\u0645\u062f\u0627\u0645\u06cc\u0646 \u0628\u06cc\u0627\u0631\u06cc\u060c \u0645\u0631\u062a\u0636\u06cc \u0622\u0631\u06cc\u0627<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR10351002<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI11511001<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD11740998<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM11640995<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EP11480987<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH11560977<\/td>\n <\/tr>\n
CYCLIC BEHAVIOR OF SANDWICH PANELS WITH PUR CORE AND GFRP, AND CONCRETE AS A SKIN<\/td>\n Majid Salimi, Hassan Abbasi, Nooshin Ghorbani Amirabad<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM10640972<\/td>\n <\/tr>\n
DESIGN OF MASSIVE RESIDENTIAL BUILDINGS WITH THE APPROACH OF LEXIBLE SPACES FOR POST-EARTHQUAKE SETTLEMENT: CASE STUDY KERMANSHAH CITY<\/td>\n Hooria Naderian, Hossein Emam Jomeh<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD11550967<\/td>\n <\/tr>\n
AFTERSHOCK PROBABILISTIC SEISMIC HAZARD ANALYSIS OF THE SARPOL-E ZAHAB EARTHQUAKE OF NOVEMBER 12, 2017<\/td>\n Hossein Farmanbordar, Ali Kavand<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH11400959<\/td>\n <\/tr>\n
ESTIMATION OF THE QUALITY FACTOR AND SOURCE PARAMETERS OF WEST OF IRAN FROM ACCELERATION SPECTRA OF THE TAZEHABAD-KERMANSHAH EARTHQUAKE 2018<\/td>\n Saman Amiri, Majid Mahood<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EG11370954<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SB07190951<\/td>\n <\/tr>\n
SITE RESPONSE VARIATIONS BY GROUND IMPROVEMENT<\/td>\n Rasoul Alipour, Heisam Heidarzadeh<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE11280943<\/td>\n <\/tr>\n
SOME LESSONS FROM THE SARPOLE-ZAHAB EARTHQUAKE OF NOVEMBER 2017<\/td>\n Mahmoud Reza Maheri, Sahar Zarandi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV08870937<\/td>\n <\/tr>\n
COMPARISON OF THE EARTHQUAKE RESILIENCE OF ECCENTRICALLY AND CONCENTRICALLY BRACED FRAMES BUILDINGS<\/td>\n Mehrdad Aftabiazar, Kazem Shakeri, Afsaneh Salehian<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV11190933<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0628\u062a\u0646\u200c\u0622\u0631\u0645\u0647 \u062a\u0642\u0648\u06cc\u062a \u0634\u062f\u0647 \u0628\u0627 \u0648\u0631\u0642\u200c\u0647\u0627\u06cc FRP<\/td>\n \u0631\u0648\u06cc\u0627 \u0645\u0648\u0633\u06cc \u067e\u0648\u0631\u060c \u0645\u0635\u0637\u0641\u06cc \u0631\u0636\u0648\u0627\u0646\u06cc \u0634\u0631\u06cc\u0641\u060c \u0633\u06cc\u062f \u0628\u0647\u0631\u0627\u0645 \u0628\u0647\u0634\u062a\u06cc \u0627\u0648\u0644<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR10990931<\/td>\n <\/tr>\n
SELECTION OF GROUND MOTION PREDICTION EQUATIONS FOR SEISMIC HAZARD ANALYSES IN MAKRAN REGION, IRAN<\/td>\n Hamid Zafarani, Mohammad Reza Soghrat<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EG11160930<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u062a\u0627\u0628\u200c\u0622\u0648\u0631\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0642\u0627\u0628 \u062e\u0645\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc 9 \u0637\u0628\u0642\u0647 \u0645\u0628\u062a\u0646\u06cc \u0628\u0631 \u0631\u0648\u0634 FEMA P-58<\/td>\n \u0645\u062d\u0633\u0646 \u06a9\u0627\u0648\u06cc\u0627\u0646\u060c \u0645\u0631\u062a\u0636\u06cc \u0631\u0626\u06cc\u0633\u06cc \u062f\u0647\u06a9\u0631\u062f\u06cc\u060c \u0645\u0647\u062f\u06cc \u0627\u0642\u0628\u0627\u0644\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM11140928<\/td>\n <\/tr>\n
PSEUDO-STATIC RELIABILITY STABILITY ANALYSIS OF INFINITE SLOPE WITH TRIANGLE WEDGE FAILURE<\/td>\n Ali Johari, Ali Fotovat<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GH10740912<\/td>\n <\/tr>\n
ATTENUATION OF SEISMIC AMPLIFICATION ON TUNNEL USING BY METASOIL<\/td>\n Mohsen Maleki, Masoud Mounesi Sorkheh, Mohammad Iman Khodakarami<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS04640904<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS08330900<\/td>\n <\/tr>\n
FINITE ELEMENT MODEL UPDATING OF A PRESTRESSED CONCRETE BEAM USING THE OPENSEES.NET SOFWARE<\/td>\n Mostafa Salehi-Ahmadabad, Morteza Ghalishooyan, Ahmad Shooshtari, Amir Salar Mehrabad<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM10980899<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM04680896<\/td>\n <\/tr>\n
SEISMIC FRAGILITY ANALYSIS OF HIGHWAY CURVED BRIDGES<\/td>\n Ali Naseri, Alireza Mirzagoltabar Roshan, Hossein Pahlavan, Gholamreza Ghodrati Amiri<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV07710880<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM01460865<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD10550862<\/td>\n <\/tr>\n
\u0627\u062b\u0631 \u0627\u0646\u062f\u0631\u06a9\u0646\u0634 \u062e\u0627\u06a9 \u0648 \u0633\u0627\u0632\u0647 \u0628\u0631 \u0631\u0648\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0644\u0631\u0632\u0647 \u0627\u06cc \u0633\u06cc\u0633\u062a\u0645 \u062f\u0648\u06af\u0627\u0646\u0647 \u0642\u0627\u0628 \u0648 \u062f\u06cc\u0648\u0627\u0631 \u0628\u062a\u0646 \u0622\u0631\u0645\u0647<\/td>\n \u0645\u062d\u0645\u0648\u062f \u0642\u0637\u0631\u0646\u062c\u06cc\u060c \u0645\u062d\u0645\u062f \u0645\u0647\u062f\u06cc \u0645\u0639\u0645\u0627\u0631\u067e\u0648\u0631\u060c \u0645\u0646\u0635\u0648\u0631 \u06cc\u062e\u0686\u0627\u0644\u06cc\u0627\u0646<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS09530849<\/td>\n <\/tr>\n
\u0634\u0646\u0627\u0633\u0627\u06cc\u06cc \u067e\u0633\u200c\u0644\u0631\u0632\u0647\u200c\u0647\u0627 \u062f\u0631 \u0632\u0645\u06cc\u0646\u200c\u0644\u0631\u0632\u0647\u200c\u0647\u0627\u06cc 2017 \u0647\u062c\u062f\u06a9 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u067e\u0627\u0631\u0627\u0645\u062a\u0631\u0647\u0627\u06cc \u0644\u0631\u0632\u0647 \u062e\u06cc\u0632\u06cc<\/td>\n \u0646\u0627\u062f\u0631\u0647 \u0639\u0627\u0645\u0631\u06cc\u0627\u0646\u060c \u0631\u0627\u0645\u06cc\u0646 \u0646\u06cc\u06a9 \u0631\u0648\u0632<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ES10650848<\/td>\n <\/tr>\n
COMPARISON OF SEISMIC STRUCTURAL RESPONSES IN DIFFERENT STORIES VIA FUZZY CLUSTERING<\/td>\n Davoud Rezazadeh, Mohsen Shahrouzi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM03340847<\/td>\n <\/tr>\n
\u062e\u0648\u0634\u0647 \u0628\u0646\u062f\u06cc \u06a9\u0627\u062a\u0627\u0644\u0648\u06af \u0644\u0631\u0632\u0647 \u0627\u06cc \u0632\u0627\u06af\u0631\u0633 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u0645\u062f\u0644 \u062a\u0648\u0627\u0644\u06cc \u0647\u0645\u0647 \u06af\u06cc\u0631 \u067e\u0633\u0644\u0631\u0632\u0647 \u0647\u0627 (ETAS)<\/td>\n \u0646\u0627\u062f\u0631 \u062f\u0627\u0648\u062f\u06cc\u060c \u062d\u0645\u06cc\u062f\u0631\u0636\u0627 \u062a\u0648\u06a9\u0644\u06cc\u060c \u0645\u0647\u062f\u06cc \u0632\u0627\u0631\u0639\u060c \u0639\u0628\u062f\u0627\u0644\u0644\u0647 \u062c\u0644\u06cc\u0644\u06cc\u0627\u0646<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EG08920845<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV03360843<\/td>\n <\/tr>\n
\u0645\u06a9\u0627\u0646\u06cc\u0627\u0628\u06cc \u0645\u0631\u06a9\u0632 \u0641\u0631\u0645\u0627\u0646\u062f\u0647\u06cc \u0645\u062f\u06cc\u0631\u06cc\u062a \u0628\u062d\u0631\u0627\u0646 \u0632\u0644\u0632\u0644\u0647 (E.O.C) \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u0645\u0646\u0637\u0642 \u0641\u0627\u0632\u06cc (\u0645\u0637\u0627\u0644\u0639\u0647 \u0645\u0648\u0631\u062f\u06cc: \u0645\u0646\u0637\u0642\u0647 5 \u0634\u0647\u0631\u062f\u0627\u0631\u06cc \u062a\u0647\u0631\u0627\u0646)<\/td>\n \u0641\u0631\u06cc\u0628\u0627 \u0634\u0627\u062f\u0627\u0646\u060c \u0639\u0628\u0627\u0633 \u0637\u0627\u0644\u0628 \u0644\u0648\u060c \u067e\u0631\u0647\u0627\u0645 \u062c\u0647\u0627\u0646\u062f\u06cc\u062f\u0647<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-RD10120836<\/td>\n <\/tr>\n
BEHAVIOR OF EARTH DAMS DUE TO DOWNSAMPLING-BASED RECORDS<\/td>\n Fatemeh Nasiri, Hamed Javdanian, Ali Heidari<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GH08310835<\/td>\n <\/tr>\n
\u0627\u062b\u0631\u0627\u062a \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u063a\u06cc\u0631\u062e\u0637\u06cc \u0633\u0627\u062e\u062a\u06af\u0627\u0647 \u062f\u0631 \u062a\u0648\u067e\u0648\u06af\u0631\u0627\u0641\u06cc\u200c\u0647\u0627\u06cc \u067e\u0631\u0634\u062f\u0647 \u0622\u0628\u0631\u0641\u062a\u06cc \u0645\u062a\u062e\u0644\u062e\u0644 \u0627\u0634\u0628\u0627\u0639<\/td>\n \u062f\u0627\u0646\u0627 \u0627\u0645\u06cc\u0646\u06cc\u060c \u0628\u0647\u0631\u0648\u0632 \u06af\u062a\u0645\u06cc\u0631\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS08270833<\/td>\n <\/tr>\n
DETERMINATION OF SEISMIC BEARING CAPACITY\n FACTOR NYE USING MODIFIED PSEUDO-DYNAMIC\n METHOD<\/td>\n Seyyed Mojtaba Mousavi, Mohsen Saleh Asheghabadi, Zulfiqar Ali, Morteza Jiryaei<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE05040832<\/td>\n <\/tr>\n
INTRODUCING AN INNOVATIVE CONNECTION WITH TUBULAR FLANGE SECTION<\/td>\n Payam Ashtari, Ramin Naseri<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD07480824<\/td>\n <\/tr>\n
EFFECTS OF STONE COLUMNS ON IMPROVEMENT OF LIQUEFABLE SOIL LAYERS<\/td>\n Reza Babaei, Rouzbeh Dabiri<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GH01300814<\/td>\n <\/tr>\n
IDENTIFICATION OF 3D LATERAL VARIATIONS IN PSEUDO-3D MEDIUM USING SURFACE WAVE<\/td>\n Hossein Rahnema, Farhad Niknam<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS10370815<\/td>\n <\/tr>\n
\u062a\u0627\u062b\u06cc\u0631 \u062d\u0636\u0648\u0631 \u0634\u0645\u0639 \u0647\u0627\u06cc \u0645\u0633\u0644\u062d \u06a9\u0646\u0646\u062f\u0647 \u062e\u0627\u06a9 \u062f\u0631 \u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647 \u0627\u06cc \u0633\u0637\u062d \u0632\u0645\u06cc\u0646 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u0631\u0648\u0634 \u0639\u062f\u062f\u06cc<\/td>\n \u0627\u0631\u06cc\u0646 \u0642\u0646\u0628\u0631\u06cc \u0628\u06cc\u0631\u06af\u0627\u0646\u06cc\u060c \u062d\u0645\u06cc\u062f \u0639\u0644\u06cc \u0627\u0644\u0647\u06cc\u060c \u0631\u0636\u0627 \u06a9\u06cc\u0647\u0627\u0646\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS08850809<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EG10010805<\/td>\n <\/tr>\n
THE WEIGHTED RMS STACKING TO RETRIEVE EMPIRICAL GREEN 'S FUNCTIONS FROM AMBIENT SEISMIC NOISE<\/td>\n Mahsa Safarkhani, Taghi Shirzad<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ES03320803<\/td>\n <\/tr>\n
\u0645\u06a9\u0627\u0646 \u06cc\u0627\u0628\u06cc \u0627\u06cc\u0633\u062a\u06af\u0627\u0647 \u0647\u0627\u06cc \u0644\u0631\u0632\u0647 \u0646\u06af\u0627\u0631\u06cc \u0628\u0627 \u0631\u0648\u06cc\u06a9\u0631\u062f \u062a\u0635\u0645\u06cc\u0645 \u06af\u06cc\u0631\u06cc \u0628\u0627 \u0645\u0639\u06cc\u0627\u0631\u0647\u0627\u06cc \u0686\u0646\u062f\u06af\u0627\u0646\u0647<\/td>\n \u0627\u06cc\u0631\u062c \u0631\u0648\u062d\u06cc\u060c \u0631\u0636\u0627 \u06cc\u0648\u0633\u0641\u06cc \u0632\u0646\u0648\u0632<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ES10570802<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0645\u06cc\u0631\u0627\u06af\u0631 \u0645\u0627\u06cc\u0639 \u062a\u0646\u0638\u06cc\u0645 \u0634\u062f\u0647 \u0628\u0627 \u067e\u0631\u0647 \u062b\u0627\u0628\u062a \u0628\u0631 \u067e\u0627\u0633\u062e \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0645\u0639\u06cc\u0627\u0631 \u067e\u0646\u062c \u0637\u0628\u0642\u0647 \u062a\u062d\u062a \u0632\u0644\u0632\u0644\u0647 \u062d\u0648\u0632\u0647 \u062f\u0648\u0631 \u0648 \u0646\u0632\u062f\u06cc\u06a9<\/td>\n \u0645\u0627\u0632\u06cc\u0627\u0631 \u0641\u0647\u06cc\u0645\u06cc \u0641\u0631\u0632\u0627\u0645\u060c \u0628\u0627\u0628\u06a9 \u0639\u0644\u06cc \u0646\u0698\u0627\u062f\u060c \u0631\u0633\u0648\u0644 \u0645\u0639\u0631\u0648\u0641\u06cc \u0622\u0630\u0631\u060c \u0647\u0627\u062c\u0631 \u06a9\u0627\u0638\u0645\u06cc \u0633\u0631\u0645\u0644\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI08960801<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0628\u0646\u0627\u06cc\u06cc \u063a\u06cc\u0631\u0645\u0633\u0644\u062d \u062f\u0631 \u0632\u0644\u0632\u0644\u0647 \u0633\u0631\u067e\u0644 \u0630\u0647\u0627\u0628<\/td>\n \u0645\u062d\u0645\u062f\u0627\u0645\u06cc\u0631 \u0646\u062c\u0641\u0642\u0644\u06cc \u067e\u0648\u0631 \u062d\u0642\u06cc\u0642\u06cc\u060c \u0645\u0647\u0631\u062f\u0627\u062f \u062e\u0648\u0627\u062c\u0647 \u067e\u0648\u0631\u060c \u0633\u06cc\u062f\u0645\u0647\u062f\u06cc \u062f\u0647\u0642\u0627\u0646<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD06670797<\/td>\n <\/tr>\n
INEXPENSIVE DAMAGE DETECTION OF CABLE-STAYED BRIDGES USING SIGNAL PROCESSING AND MACHINE LEARNING<\/td>\n Ehsan Darvishan, Mohammad Hossein Afshar Movahed, Mohammad Sadegh Torabi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV09000795<\/td>\n <\/tr>\n
EVALUATION OF TECTONIC STRESS IN THE MAKRAN ZONE<\/td>\n Nahid Khodi Aghmiuni, Mehrdad Mostafazadeh<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ES05570781<\/td>\n <\/tr>\n
COMPARISON OF THE SEISMIC BEHAVIOUR OF 1-STORY AND 8-STORY UNSTIFFENED STEEL PLATE SHEAR WALLS<\/td>\n Ilgar Nikzad Khiavi, Fariborz Nateghi Elahi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM08830780<\/td>\n <\/tr>\n
\u0645\u062d\u0627\u0633\u0628\u0647 \u0633\u062e\u062a\u06cc \u062c\u0627\u0646\u0628\u06cc \u0642\u0627\u0628\u200c\u0647\u0627\u06cc \u062e\u0645\u0634\u06cc \u0628\u062a\u0646 \u0645\u0633\u0644\u062d \u062a\u062d\u062a \u0627\u062b\u0631 \u0645\u06cc\u0627\u0646\u0642\u0627\u0628\u200c\u0647\u0627 \u0648 \u0628\u0627\u0632\u0634\u0648\u0647\u0627<\/td>\n \u0639\u0628\u0627\u0633 \u067e\u0648\u0631\u062f\u06cc\u0644\u0645\u06cc\u060c \u0631\u0636\u0627 \u0639\u0631\u0628 \u0633\u0631\u0647\u0646\u06af\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM10490771<\/td>\n <\/tr>\n
\u0622\u0646\u0627\u0644\u06cc\u0632 \u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647 \u0627\u06cc \u062f\u06cc\u0648\u0627\u0631 \u062e\u0627\u06a9 \u0645\u0633\u0644\u062d<\/td>\n \u0639\u0628\u0627\u0633 \u067e\u0648\u0631\u062f\u06cc\u0644\u0645\u06cc\u060c \u0645\u062d\u0645\u062f \u0631\u0636\u0627 \u0645\u0634\u062a\u0627\u0642\u06cc\u060c \u0631\u0636\u0627 \u0639\u0631\u0628 \u0633\u0631\u0647\u0646\u06af\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE10490769<\/td>\n <\/tr>\n
STRENGENING JOINTS OF RC FRAMES WITH STIFFENED STEEL PLATES<\/td>\n Mahmoud Reza Maheri, Ashkan Torabi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR08870760<\/td>\n <\/tr>\n
THE SIDE-EFFECTS OF RETROFITTING RC FRAMES WITH STEEL X-BRACES<\/td>\n Mahmoud Reza Maheri, Ali Rahimi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR08870756<\/td>\n <\/tr>\n
SEISMOTECTONIC AND CRUSTAL STRUCTURE IN THE CENTRAL IRAN<\/td>\n Zohreh Sadat Riazi Rad<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH07470744<\/td>\n <\/tr>\n
CLUSTERING OF EARTHQUAKE RECORDS BY A HYBRID OPPOSITION-SWITCHING SEARCH<\/td>\n Davoud Rezazadeh, Mohsen Shahrouzi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ES03340742<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD10170741<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD09580740<\/td>\n <\/tr>\n
THE EFFECT OF INHOMOGENEITY ON SEISMIC SOIL DEPOSIT RESPONSE: A REVIEW<\/td>\n Seyed Hashem Medhat Sefvati, Alireza Mortezaei<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS07040739<\/td>\n <\/tr>\n
SEISMIC ASSESSMENT OF OIL RESERVOIR USING NUMERICAL FEM AND ANALYTICAL FORMULATION OF DESIGN STANDARDS<\/td>\n Hassan Dezgani, Hossein Tahghighi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM08540738<\/td>\n <\/tr>\n
INVESTIGATING THE EFFECT OF FRP-STRENGTHENING ON THE PERFORMANCE OF REAL-SCALE SHS BRACE<\/td>\n Parisa Shadan, Fariba Shadan<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR10150732<\/td>\n <\/tr>\n
ESTIMATION OF STRONG GROUND MOTION PARAMETERS, FOR THE AUGUST 11, 2012, AHAR-VARZAGHAN EARTHQUAKE, USING EMPIRICAL GREEN\u2019S FUNCTION<\/td>\n Sara Sarmad, Mohammad Reza Gheitanchi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EG09990728<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u062f\u0648 \u0628\u0639\u062f\u06cc \u0627\u062b\u0631\u0627\u062a \u0633\u0627\u062e\u062a\u06af\u0627\u0647 \u062f\u0631 \u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647 \u0627\u06cc \u06af\u0648\u062f\u0647\u0627 \u0648 \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0647\u0627\u06cc \u0645\u062c\u0627\u0648\u0631<\/td>\n \u0647\u0644\u06cc\u0627 \u0641\u06cc\u0636\u06cc\u060c \u0628\u0647\u0631\u0648\u0632 \u06af\u062a\u0645\u06cc\u0631\u06cc\u060c \u062c\u0647\u0627\u0646\u06af\u06cc\u0631 \u062e\u0632\u0627\u0626\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS09720722<\/td>\n <\/tr>\n
SOURCE PARAMETERS OF THE 2005 ZARAND EARTHQUAKE IN KERMAN PROVINCE<\/td>\n Saman Rezapour, Mohammad Reza Gheitanchi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EG10280720<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0644\u0631\u0632\u0647 \u0627\u06cc \u0648 \u062a\u063a\u06cc\u06cc\u0631 \u0645\u06a9\u0627\u0646 \u0646\u0633\u0628\u06cc \u062f\u0631 \u0633\u06cc\u0633\u062a\u0645 \u0647\u0627\u06cc \u0646\u0645\u0627\u06cc \u0634\u06cc\u0634\u0647 \u0627\u06cc<\/td>\n \u0639\u0644\u06cc \u0645\u0639\u06cc\u0646\u200c\u0627\u0644\u062f\u06cc\u0646\u06cc\u060c \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u06cc\u06cc\u200c\u0641\u0631\u060c \u0645\u06cc\u062b\u0645 \u0645\u0646\u0638\u0631\u06cc \u062a\u0648\u06a9\u0644\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD05810717<\/td>\n <\/tr>\n
VIBRATION CONTROL OF SEISMIC STRUCTURES USING FACADE MASS ISOLATION MODEL<\/td>\n Ali Moeinadini, Mansour Ziyaeifar, Mehrnoosh Ramezani<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI05810714<\/td>\n <\/tr>\n
\u0622\u0646\u0627\u0644\u06cc\u0632 \u0648 \u0637\u0631\u0627\u062d\u06cc \u0645\u06cc\u0631\u0627\u06af\u0631 \u0627\u0635\u0637\u06a9\u0627\u06a9\u06cc \u0628\u0627 \u0644\u0646\u062a \u062a\u0631\u0645\u0632 \u0628\u062a\u0646\u06cc \u0648 \u0627\u0631\u0627\u0626\u0647 \u0631\u0648\u0634 \u0637\u0631\u0627\u062d\u06cc \u062f\u0631 \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u200c\u0647\u0627\u06cc \u0645\u06cc\u0627\u0646\u200c\u0645\u0631\u062a\u0628\u0647 \u0645\u062c\u0647\u0632 \u0628\u0647 \u0622\u0646<\/td>\n \u0645\u062d\u0645\u062f \u0642\u0627\u0633\u0645 \u0648\u062a\u0631\u060c \u0622\u0631\u0634 \u0639\u0628\u0627\u0633\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR08610713<\/td>\n <\/tr>\n
SEISMIC PERFORMANCE OF FACADE MASS ISOLATION SYSTEM IN TALL BUILDINGS<\/td>\n Ali Moeinadini, Mansour Ziyaeifar, Masoud Nekooei<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI05810712<\/td>\n <\/tr>\n
\u0645\u0631\u0648\u0631\u06cc \u0628\u0631 \u0628\u0647 \u06a9\u0627\u0631\u06af\u06cc\u0631\u06cc \u0633\u0628\u06a9\u062f\u0627\u0646\u0647 \u062f\u0631 \u0628\u062a\u0646 \u062e\u0648\u062f\u062a\u0631\u0645\u06cc\u0645 \u0628\u0627 \u0628\u0627\u06a9\u062a\u0631\u06cc \u0627\u0632 \u062f\u06cc\u062f\u06af\u0627\u0647 \u0633\u0627\u0632\u0647 \u0627\u06cc<\/td>\n \u0634\u0627\u062f\u06cc \u0632\u06cc\u0646\u0639\u0644\u06cc\u060c \u0639\u0644\u06cc \u0645\u0639\u0635\u0648\u0645\u06cc\u060c \u0648\u06cc\u062f\u0627 \u062a\u0641\u06a9\u0631\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD06050700<\/td>\n <\/tr>\n
EVALUATION OF SEISMIC FRAGILITY CURVE OF A TYPICAL EMBANKMENT DAM<\/td>\n Mohammad Davoodi, Reza Afzalsoltani, Abbas Pourdeilami<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE09970699<\/td>\n <\/tr>\n
\u0627\u0631\u0627\u0626\u0647 \u0631\u0648\u0634\u06cc \u062c\u062f\u06cc\u062f \u062c\u0647\u062a \u0628\u0631\u0622\u0648\u0631\u062f \u0637\u06cc\u0641 \u0627\u0646\u0631\u0698\u06cc \u0647\u06cc\u0633\u062a\u0631\u062a\u06cc\u06a9 \u0628\u0627 \u0644\u062d\u0627\u0638 \u0646\u0645\u0648\u062f\u0646 \u0627\u062b\u0631\u0627\u062a \u0646\u0648\u0639 \u062e\u0627\u06a9<\/td>\n \u0645\u0631\u06cc\u0645 \u0635\u0645\u06cc\u0645\u06cc \u0641\u0631\u060c \u0639\u0644\u06cc \u0645\u0639\u0635\u0648\u0645\u06cc\u060c \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM03620696<\/td>\n <\/tr>\n
\u062a\u062d\u0644\u06cc\u0644 \u062e\u0637\u0631 \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u062f\u0631 \u06af\u0633\u062a\u0631\u0647 \u0634\u0647\u0631\u0647\u0627\u06cc \u0627\u0647\u0648\u0627\u0632 \u0648 \u0628\u0647\u0628\u0647\u0627\u0646 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u0631\u0648\u0634\u200c\u0647\u0627\u06cc \u0622\u0645\u0627\u0631\u06cc\u060c \u0642\u0637\u0639\u06cc \u0648 \u0627\u062d\u062a\u0645\u0627\u0644\u0627\u062a\u06cc<\/td>\n \u0633\u06cc\u062f \u0633\u0631\u0648\u0634 \u0627\u0646\u0641\u0631\u0627\u062f\u06cc\u060c \u0633\u06cc\u062f\u0647 \u0645\u0631\u0636\u06cc\u0647 \u0627\u062d\u0645\u062f\u067e\u0648\u0631<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH05940694<\/td>\n <\/tr>\n
STRUCTURAL SEISMIC ASSESSMENT OF THE KASHAN HISTORICAL BAZAAR CONSIDERING THE SOIL-STRUCTURE INTERACTION<\/td>\n Amirhossein Lazizi, Hossein Tahghighi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SB04040693<\/td>\n <\/tr>\n
\u0637\u0631\u0627\u062d\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0645\u0628\u062a\u0646\u06cc \u0628\u0631 \u062a\u063a\u06cc\u06cc\u0631\u0645\u06a9\u0627\u0646 \u0642\u0627\u0628\u200c\u0647\u0627\u06cc \u062e\u0645\u0634\u06cc \u0628\u062a\u0646\u200c\u0622\u0631\u0645\u0647 \u0628\u0627 \u062f\u0631 \u0646\u0638\u0631 \u06af\u0631\u0641\u062a\u0646 \u0627\u062b\u0631 \u0627\u0646\u062f\u0631\u06a9\u0646\u0634 \u062e\u0627\u06a9 \u0648 \u0633\u0627\u0632\u0647<\/td>\n \u0633\u06cc\u0646\u0627 \u0641\u0631\u0627\u0647\u0627\u0646\u06cc\u060c \u0627\u0645\u06cc\u0631 \u0647\u0648\u0634\u0646\u06af \u0627\u062e\u0648\u06cc\u0633\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD09820683<\/td>\n <\/tr>\n
SEISMIC FRAGILITY ASSESSMENT OF DAMAGED RC FRAME UNDER CONSECUTIVE EXCITATIONS<\/td>\n Parisa Kamrani Moghaddam, Ali Reza Manafpour<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM02640682<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0648 \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u06a9\u0627\u0631\u0622\u0645\u062f\u06cc \u0636\u0631\u06cc\u0628 \u0627\u0647\u0645\u06cc\u062a \u062f\u0631 \u062a\u062d\u0642\u0642 \u0633\u0637\u0648\u062d \u0639\u0645\u0644\u06a9\u0631\u062f\u06cc \u062f\u0631 \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u0627 \u0633\u06cc\u0633\u062a\u0645 \u0645\u0647\u0627\u0631\u0628\u0646\u062f\u06cc \u0648\u0627\u06af\u0631\u0627 (EBF) \u0628\u0647 \u0631\u0648\u0634 \u0627\u0633\u062a\u0627\u062a\u06cc\u06a9\u06cc \u062e\u0637\u06cc<\/td>\n \u0635\u0627\u062f\u0642 \u0642\u0627\u0633\u0645\u06cc\u060c \u0633\u06cc\u0646\u0627 \u062d\u0633\u06cc\u0646\u06cc\u060c \u062c\u0644\u06cc\u0644 \u0634\u0641\u0627\u0626\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD09980679<\/td>\n <\/tr>\n
EFFECT OF LIQUEFIABLE BACKFILL SOIL ON DYNAMIC PERFORMANCE OF ANCHORED DIAPHRAGM WALLS \u2013 A NUMERICAL STUDY<\/td>\n Babak Ebrahimian, Saeed Bahmani<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE09960675<\/td>\n <\/tr>\n
\u0627\u062b\u0631 \u0633\u0631\u0628\u0627\u0631 \u0627\u0639\u0645\u0627\u0644\u06cc \u0628\u0631 \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0648\u0632\u0646\u06cc \u067e\u0634\u062a \u0634\u06a9\u0633\u062a\u0647<\/td>\n \u0628\u0627\u0628\u06a9 \u0627\u0628\u0631\u0627\u0647\u06cc\u0645\u06cc\u0627\u0646\u060c \u0627\u0645\u06cc\u0631 \u0631\u0636\u0627 \u0632\u0631\u0646\u0648\u0634\u0647 \u0641\u0631\u0627\u0647\u0627\u0646\u06cc\u060c \u0639\u0644\u06cc \u0646\u0648\u0631\u0632\u0627\u062f<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE09910674<\/td>\n <\/tr>\n
NUMERICAL EVALUATION OF SEISMIC BEHAVIOR OF RUBBLE MOUND BREAKWATER RESTED ON LIQUEFIABLE SEABED SOIL LAYER<\/td>\n Babak Ebrahimian, Armin Hosseinpanahi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE09940673<\/td>\n <\/tr>\n
SEISMIC EFFECTIVE-STRESS ANALYSIS OF CAISSON QUAY WALL WITH LIQUEFIABLE BACKFILL<\/td>\n Babak Ebrahimian, Mohammadreza Farboud<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE09930672<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0648 \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u06a9\u0627\u0631\u0622\u0645\u062f\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0642\u0627\u0628 \u0645\u0647\u0627\u0631\u0628\u0646\u062f\u06cc \u0647\u0645 \u0645\u062d\u0648\u0631 \u0641\u0648\u0644\u0627\u062f\u06cc \u062f\u0631 \u062a\u062d\u0642\u0642 \u0633\u0637\u062d \u0639\u0645\u0644\u06a9\u0631\u062f\u06cc \u0642\u0627\u0628\u0644\u06cc\u062a \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0628\u06cc \u0648\u0642\u0641\u0647 \u0628\u0647 \u0631\u0648\u0634 \u0627\u0633\u062a\u0627\u062a\u06cc\u06a9\u06cc \u062e\u0637\u06cc \u0648 \u063a\u06cc\u0631\u062e\u0637\u06cc<\/td>\n \u0633\u06cc\u0646\u0627 \u062d\u0633\u06cc\u0646\u06cc\u060c \u0635\u0627\u062f\u0642 \u0642\u0627\u0633\u0645\u06cc\u060c \u062c\u0644\u06cc\u0644 \u0634\u0641\u0627\u0626\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD09950670<\/td>\n <\/tr>\n
EVALUATING THE INTERACTION BETWEEN MULTIPLE IRREGULAR TOPOGRAPHIES DURING EARTHQUAKES<\/td>\n Navid Soltani, Hamed Javdanian, Nemat Soltani<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS09440669<\/td>\n <\/tr>\n
\u062a\u0623\u062b\u06cc\u0631 \u0645\u0648\u0642\u0639\u06cc\u062a \u0642\u0631\u0627\u0631\u06af\u06cc\u0631\u06cc \u0633\u0627\u062e\u062a\u06af\u0627\u0647 \u0628\u0631 \u0631\u0648\u06cc \u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u06cc\u0633\u062a\u0645\u200c\u0647\u0627\u06cc \u062a\u06a9 \u062f\u0631\u062c\u0647 \u0622\u0632\u0627\u062f \u0641\u0648\u0644\u0627\u062f\u06cc<\/td>\n \u0634\u06a9\u06cc\u0628\u0627 \u0645\u0646\u0641\u0631\u062f\u06cc\u060c \u062d\u0627\u0645\u062f \u062d\u0645\u06cc\u062f\u06cc\u060c \u062d\u0631 \u062e\u0633\u0631\u0648\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM07920667<\/td>\n <\/tr>\n
ENERGY ABSORPTION AND INELASTICITY DISTRIBUTION MECHANISMS IN STEEL MOMENT FRAMES AFFECTED BY MAINSHOCK-AFERSHOCK SEQUENCES<\/td>\n Mohammadmehdi Torfehnejad, Serhan Sensoy<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV09890665<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-RD09080664<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-RD09460661<\/td>\n <\/tr>\n
EVALUATION OF FEMA P-58 METHOD FOR ESTIMATING RESIDUAL DRIFT DEMANDS IN BUCKLING RESTRAINED BRACED FRAMES<\/td>\n Neda Asgarkhani, Mansoor Yakhchalian, Benyamain Mohebi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV09530660<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0636\u0631\u06cc\u0628 \u0646\u0627\u0645\u0639\u06cc\u0646\u06cc \u0628\u0631 \u0631\u0648\u06cc \u0633\u0627\u0632\u0647 \u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u062f\u0627\u0631\u0627\u06cc \u0633\u06cc\u0633\u062a\u0645 \u0645\u0642\u0627\u0648\u0645 \u062c\u0627\u0646\u0628\u06cc \u0645\u0647\u0627\u0631\u0628\u0646\u062f \u0648\u0627\u06af\u0631\u0627<\/td>\n \u0641\u0627\u0637\u0645\u0647 \u0631\u06cc\u0627\u062d\u06cc\u060c \u062d\u0633\u06cc\u0646\u0639\u0644\u06cc \u0631\u062d\u06cc\u0645\u06cc \u0628\u0646\u062f\u0631\u0622\u0628\u0627\u062f\u06cc\u060c \u0627\u0628\u0648\u0627\u0644\u0641\u0636\u0644 \u0627\u0633\u0644\u0627\u0645\u06cc \u062d\u0633\u0646 \u0622\u0628\u0627\u062f\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD09840659<\/td>\n <\/tr>\n
NUMERICAL STUDY ON THE SEISMIC BEHAVIOUR OF A NEW REDUCED BEAM SECTION CONNECTIONBY DRILLED HOLES ON THE BEAM FLANGE<\/td>\n Shahab Ghasemi, Reza Rahmat Khah, Davood Ghaedian<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD09860657<\/td>\n <\/tr>\n
\u062a\u0639\u06cc\u06cc\u0646 \u0634\u062a\u0627\u0628 \u0628\u06cc\u0634\u06cc\u0646\u0647 \u0632\u0645\u06cc\u0646 \u0637\u0631\u0627\u062d\u06cc \u0628\u0631 \u0645\u0628\u0646\u0627\u06cc \u0631\u0648\u06cc\u06a9\u0631\u062f \u0631\u06cc\u0633\u06a9-\u0645\u062d\u0648\u0631 \u0628\u0631\u0627\u06cc \u0634\u0647\u0631\u0647\u0627\u06cc \u0628\u0646\u062f\u0631\u06cc \u0645\u0647\u0645 \u062c\u0646\u0648\u0628 \u0627\u06cc\u0631\u0627\u0646<\/td>\n \u0645\u0631\u062a\u0636\u06cc \u062e\u0627\u062f\u0645\u06cc\u060c \u0645\u062d\u0645\u062f\u0631\u0636\u0627 \u0645\u0646\u0635\u0648\u0631\u06cc\u060c \u0645\u06cc\u0631\u062d\u0645\u06cc\u062f \u062d\u0633\u06cc\u0646\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD03980656<\/td>\n <\/tr>\n
INVESTIGATING THE TOPOGRAPHICAL EFFECT ON SEISMIC RESPONSE OF MUNICIPAL SOLID WASTE LANDFILLS (A NUMERICAL STUDY)<\/td>\n Hajar Share Isfahani, Amin Azhari, Keyvan Ebneali Heydari<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS09800648<\/td>\n <\/tr>\n
\u0627\u0631\u0627\u0626\u0647 \u0627\u0644\u06af\u0648\u0631\u06cc\u062a\u0645 \u0639\u0635\u0628\u06cc \u0641\u0627\u0632\u06cc \u0628\u0647\u06cc\u0646\u0647 \u0634\u062f\u0647\u060c \u0628\u0631 \u067e\u0627\u06cc\u0647 \u0631\u0648\u0634 \u0628\u0647\u06cc\u0646\u0647 \u0633\u0627\u0632\u06cc \u0645\u0633\u0627\u0628\u0642\u0647 \u0637\u0646\u0627\u0628 \u06a9\u0634\u06cc\u060c \u0628\u0631\u0627\u06cc \u06a9\u0646\u062a\u0631\u0644 \u0641\u0639\u0627\u0644 \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647 \u0627\u06cc \u067e\u0644 \u0628\u0632\u0631\u06af\u0631\u0627\u0647<\/td>\n \u0645\u0635\u0637\u0641\u06cc \u0642\u0644\u06cc\u0686\u06cc\u060c \u0639\u0644\u06cc\u0631\u0636\u0627 \u06af\u0644\u062a\u0628\u0627\u0631\u0631\u0648\u0634\u0646\u060c \u062d\u0645\u06cc\u062f \u0631\u0636\u0627 \u062a\u0648\u06a9\u0644\u06cc\u060c \u0639\u0628\u0627\u0633 \u06a9\u0631\u0645 \u0627\u0644\u062f\u06cc\u0646<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI08490647<\/td>\n <\/tr>\n
VISCOELASTIC CONNECTION: AN EFFICIENT TOOL FOR RANDOM SEISMIC POUNDING MITIGATION<\/td>\n Hamed Ahmadi Taleshian, Alireza Mirzagoltabar Roshan, Javad Vaseghi Amiri<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI09780639<\/td>\n <\/tr>\n
\u0645\u0646\u062d\u0646\u06cc \u0634\u06a9\u0646\u0646\u062f\u06af\u06cc \u067e\u0644\u200c\u0647\u0627\u06cc \u0628\u0632\u0631\u06af\u0631\u0627\u0647\u06cc \u0686\u0646\u062f \u062f\u0647\u0627\u0646\u0647 \u0628\u0627 \u062f\u0631 \u0646\u0638\u0631 \u06af\u0631\u0641\u062a\u0646 \u067e\u0627\u0631\u0627\u0645\u062a\u0631\u0647\u0627\u06cc \u062e\u0633\u0627\u0631\u062a \u0686\u0646\u062f\u06af\u0627\u0646\u0647<\/td>\n \u0633\u0627\u06cc\u0647 \u0631\u0648\u062f\u06af\u0631\u06cc\u060c \u0622\u0631\u0645\u06cc\u0646 \u0639\u0638\u06cc\u0645\u06cc \u0646\u0698\u0627\u062f\u060c \u0645\u0647\u0631\u0627\u0646 \u0633\u06cc\u062f\u0631\u0632\u0627\u0642\u06cc\u060c \u0641\u0631\u0634\u062a\u0647 \u0627\u0645\u0627\u0645\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM07060631<\/td>\n <\/tr>\n
SEISMIC FRAGILITY ANALYSIS OF MULTI-STORY RC SHEAR WALL-FRAME SYSTEM FOR ASSESMENT OF GLOBAL BEHAVIOR<\/td>\n Reza Karami Mohammadi, Masoud Ahmadipour<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM06310626<\/td>\n <\/tr>\n
\u062a\u0627\u062b\u06cc\u0631 \u0628\u0627\u0631 \u0633\u06cc\u06a9\u0644\u06cc\u06a9 \u0686\u0631\u062e \u062e\u0648\u062f\u0631\u0648 \u0628\u0631 \u0634\u06cc\u0627\u0631\u0627\u0641\u062a\u0627\u062f\u06af\u06cc \u0631\u0627\u0647 \u0647\u0627\u06cc \u0634\u0648\u0633\u0647 \u0628\u0627 \u0628\u0633\u062a\u0631 \u0645\u0633\u0644\u062d \u0634\u062f\u0647 \u0628\u0627 \u0698\u0626\u0648\u0633\u0644<\/td>\n \u0639\u0644\u06cc\u0631\u0636\u0627 \u0634\u0641\u06cc\u0639\u06cc \u067e\u0646\u0627\u0647\u060c \u0639\u0644\u06cc \u0642\u0646\u0628\u0631\u06cc\u060c \u063a\u0644\u0627\u0645\u062d\u0633\u06cc\u0646 \u062a\u0648\u06a9\u0644\u06cc \u0645\u0647\u0631\u062c\u0631\u062f\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GT09400625<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD07090624<\/td>\n <\/tr>\n
EVALUATION OF SOURCE, PATH AND SITE EFFECTS IN STOCHASTIC METHOD OF SIMULATING STRONG GROUND MOTION FOR SARPOL-E ZAHAB, IRAN ARTHQUAKE OF 2017<\/td>\n Ali Akbar Meimandi Parizi, Abbas Mahdavian, Hamid Saffari, Mohammad Shahvar<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EG08810614<\/td>\n <\/tr>\n
SUSTAINABLE DISASTER RISK REDUCTION THROUGH RISK SENSITIVE LAND USE PLANNING<\/td>\n Abbas Fathi Azar, Raquib Ahsan, Mehedi Ansary<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-RU02960613<\/td>\n <\/tr>\n
BIOINSPIRATION AND ANALYSIS OF MULTILEVEL ROCKING CORES<\/td>\n Mark Grigorian, Armen Minassian, Hadiseh Mohammadi, Mozhgan Kamizi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD09510608<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR09510607<\/td>\n <\/tr>\n
SEISMIC BEHAVIOUR FACTOR FOR UNREINFORCED CONCRETE BLOCK MASONRY WALLS<\/td>\n Mohammad Khalil Khajeheian, Mahmoud Reza Maheri<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD08880603<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GT09500595<\/td>\n <\/tr>\n
EXPERIMENTAL INVESTIGATION OF T-STUB LINK-TO-COLUMN CONNECTIONS IN ECCENTRICALLY BRACED FRAME<\/td>\n Fakhraddin Danesh, Ebrahim Mohammadrezapour<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ST09470594<\/td>\n <\/tr>\n
INNOVATIONS IN SUSTAINABLE SEISMIC DESIGN<\/td>\n Armen Minassian, Mozhgan Kamizi, Mark Grigorian<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD09120586<\/td>\n <\/tr>\n
AN INTRODUCTION TO SUSTAINABLE SEISMIC DESIGN<\/td>\n Mozhgan Kamizi, Armen Minassian, Mark Grigorian<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD09120585<\/td>\n <\/tr>\n
DEVELOPMENT OF FRICTION-SLIP JOINT FOR MOMENT FRAMES WITH CONTINUOUS BEAMS<\/td>\n Fereshteh Seifan, Seyyed Rasoul Mir Ghaderi, Mehdi Ghassemieh<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD09100583<\/td>\n <\/tr>\n
\u06a9\u0627\u0631\u0628\u0631\u062f \u0634\u0628\u06cc\u0647 \u0633\u0627\u0632\u06cc \u0645\u0648\u0646\u062a \u06a9\u0627\u0631\u0644\u0648 \u062f\u0631 \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u062e\u0637\u0631 \u0644\u0631\u0632\u0647 \u0627\u06cc \u0645\u0646\u0637\u0642\u0647 \u0644\u0646\u06af\u0631\u0648\u062f- \u062a\u062e\u0645\u06cc\u0646 \u0632\u0645\u06cc\u0646 \u0644\u0631\u0632\u0647 \u0647\u0627\u06cc \u0633\u0646\u0627\u0631\u06cc\u0648<\/td>\n \u0645\u0627\u0631\u06cc\u0647 \u0635\u0627\u062f\u0642\u06cc\u060c \u0627\u0644\u0647\u0627\u0645 \u0634\u0639\u0628\u0627\u0646\u06cc\u060c \u0631\u0627\u0645\u06cc\u0646 \u0646\u06cc\u06a9 \u0631\u0648\u0632<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH08160578<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GT08750574<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS05360573<\/td>\n <\/tr>\n
SEISMIC BEHAVIOR OF HIGH-RISE STEEL BUILDING ON PILE GROUPS CCOUNTING FOR SOIL-STRUCTURE INTERACTION EFFECTS ON SOFT SOIL<\/td>\n Mehdi Ebadi Jamkhaneh<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS08480555<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0632\u0644\u0632\u0644\u0647\u200e\u0647\u0627\u06cc \u062d\u0648\u0632\u0647 \u0646\u0632\u062f\u06cc\u06a9 \u0628\u0631 \u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647\u200e\u0627\u06cc \u0633\u0627\u0632\u0647\u200e\u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u0627 \u0645\u0647\u0627\u0631\u200e\u0628\u0646\u062f\u06cc \u0648\u0627\u06af\u0631\u0627 \u0628\u0627 \u0646\u0627\u0645\u0646\u0638\u0645\u06cc\u200c\u062c\u0631\u0645\u06cc<\/td>\n \u062d\u0645\u06cc\u062f\u0631\u0636\u0627 \u0645\u062d\u0645\u0648\u062f\u06cc \u06a9\u0631\u062f\u062e\u06cc\u0644\u06cc\u060c \u0627\u062d\u0645\u062f \u0645\u062d\u0645\u0648\u062f\u06cc \u06a9\u0631\u062f\u062e\u06cc\u0644\u06cc\u060c \u0633\u06cc\u062f \u0645\u062d\u0645\u062f \u062d\u0633\u06cc\u0646\u06cc \u06a9\u0631\u062f\u062e\u06cc\u0644\u06cc\u060c \u0639\u0644\u06cc\u0631\u0636\u0627 \u0645\u062d\u0645\u0648\u062f\u06cc \u06a9\u0631\u062f\u062e\u06cc\u0644\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI02860554<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u062a\u062d\u0644\u06cc\u0644\u06cc \u0642\u0627\u0628\u200c\u0647\u0627\u06cc \u0628\u062a\u0646 \u0645\u0633\u0644\u062d \u0645\u06cc\u0627\u0646\u200c\u067e\u0631 \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u062a\u062d\u062a \u0633\u0637\u0648\u062d \u0628\u0627\u0631\u0647\u0627\u06cc \u0645\u062d\u0648\u0631\u06cc \u0645\u062e\u062a\u0644\u0641<\/td>\n \u062f\u0644\u0627\u0631\u0627\u0645 \u0627\u0633\u062a\u0627\u062f\u060c \u062c\u0644\u06cc\u0644 \u0634\u0641\u0627\u0626\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV09020548<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u062a\u062d\u0644\u06cc\u0644\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u063a\u06cc\u0631\u0645\u0633\u0644\u062d \u062a\u0642\u0648\u06cc\u062a \u0634\u062f\u0647 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u062a\u0633\u0645\u0647\u200c\u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0642\u0637\u0631\u06cc<\/td>\n \u062f\u0644\u0627\u0631\u0627\u0645 \u0627\u0633\u062a\u0627\u062f\u060c \u062c\u0644\u06cc\u0644 \u0634\u0641\u0627\u0626\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR09020547<\/td>\n <\/tr>\n
FUZZY RELIABILITY ANALYSIS OF SHEET PILE WALL SEISMIC DESIGN<\/td>\n Maryam Sadat Seyedpour, Ali Derakhshani<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE08970546<\/td>\n <\/tr>\n
STUDY OF KINEMATIC PARAMETERS OF EARTHQUAKES IN THE ZAGROS REGION<\/td>\n Keramat Janjan, Mehrdad Mostafazadeh, Shahrokh Pour Beyranvand<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ES05660545<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0642\u0627\u0628\u200c\u0647\u0627\u06cc \u0628\u062a\u0646 \u0645\u0633\u0644\u062d \u0645\u0642\u0627\u0648\u0645 \u0633\u0627\u0632\u06cc \u0634\u062f\u0647 \u0628\u0627 \u0633\u06cc\u0633\u062a\u0645 \u0645\u0647\u0627\u0631\u0628\u0646\u062f \u0648\u0627\u06af\u0631\u0627<\/td>\n \u0627\u06cc\u0645\u0627\u0646 \u0628\u0627\u0632\u06cc\u0627\u0631<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR01580544<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u200c\u0647\u0627 \u0628\u0627 \u062f\u0631 \u0646\u0638\u0631 \u06af\u0631\u0641\u062a\u0646 \u0627\u0646\u062f\u0631\u06a9\u0646\u0634 \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u062e\u0627\u06a9 \u0648 \u0633\u0627\u0632\u0647 \u0628\u0627 \u0644\u0627\u06cc\u0647\u200c\u0628\u0646\u062f\u06cc \u0645\u062a\u0641\u0627\u0648\u062a \u062e\u0627\u06a9<\/td>\n \u0645\u0627\u0632\u06cc\u0627\u0631 \u0641\u0647\u06cc\u0645\u06cc \u0641\u0631\u0632\u0627\u0645\u060c \u0631\u0636\u0627 \u0639\u0627\u0644\u06cc\u200c\u0646\u0698\u0627\u062f<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS08960543<\/td>\n <\/tr>\n
\u062a\u062d\u0644\u06cc\u0644 \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0644\u0648\u0644\u0647\u200c\u0647\u0627\u06cc \u0645\u062f\u0641\u0648\u0646 \u062a\u062d\u062a \u0627\u062b\u0631 \u0628\u0627\u0631 \u0627\u0646\u0641\u062c\u0627\u0631 \u0628\u0627 \u0631\u0648\u0634 \u062f\u06cc\u0641\u0631\u0627\u0646\u0633\u06cc\u0644 \u06a9\u0648\u0627\u062f\u0631\u0686\u0631<\/td>\n \u067e\u0631\u0648\u06cc\u0646 \u0631\u06cc\u0633\u0645\u0627\u0646\u06cc \u0633\u06cc\u0644\u0627\u0628\u06cc\u060c \u0639\u0644\u06cc\u0631\u0636\u0627 \u0641\u06cc\u0648\u0636\u060c \u0627\u0645\u06cc\u0646 \u06a9\u0634\u0627\u0648\u0631\u0632<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE05160535<\/td>\n <\/tr>\n
ESTIMATION OF MLTIPLE STRIP ANALYSIS CURVE USING IDEALIZED TRILINEAR MODAL PUSHOVER ANALYSIS CURVE<\/td>\n Khashayar Alizadeh Kashani, Armin Aziminejad, Abdoreza S. Moghadam<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM06370531<\/td>\n <\/tr>\n
SEISMIC VULNERABILITY ASSESSMENT OF RC BRIDGE WITH UNEQUAL PIERS USING ENERGY-BASED DAMAGE INDEX<\/td>\n Shima Mahboubi, Mahmoudreza Shiravand<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV08770530<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM08400529<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM08410527<\/td>\n <\/tr>\n
\u0645\u06a9\u0627\u0646 \u06cc\u0627\u0628\u06cc \u0628\u0647\u06cc\u0646\u0647 \u0645\u062d\u0631\u06a9 \u0647\u0627\u06cc \u0647\u06cc\u062f\u0631\u0648\u0644\u06cc\u06a9\u06cc \u0641\u0639\u0627\u0644\u060c \u0628\u0631 \u067e\u0627\u06cc\u0647 \u0631\u0648\u0634 \u0628\u0647\u06cc\u0646\u0647 \u0633\u0627\u0632\u06cc \u0686\u0646\u062f \u0647\u062f\u0641\u0647 \u0645\u0633\u0627\u0628\u0642\u0647 \u0637\u0646\u0627\u0628 \u06a9\u0634\u06cc\u060c \u0628\u0631\u0627\u06cc \u06a9\u0646\u062a\u0631\u0644 \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647 \u0627\u06cc \u067e\u0644 \u0628\u0632\u0631\u06af\u0631\u0627\u0647<\/td>\n \u0645\u0635\u0637\u0641\u06cc \u0642\u0644\u06cc\u0686\u06cc\u060c \u0639\u0644\u06cc\u0631\u0636\u0627 \u06af\u0644\u062a\u0628\u0627\u0631\u0631\u0648\u0634\u0646\u060c \u062d\u0645\u06cc\u062f \u0631\u0636\u0627 \u062a\u0648\u06a9\u0644\u06cc\u060c \u0639\u0628\u0627\u0633 \u06a9\u0631\u0645 \u0627\u0644\u062f\u06cc\u0646<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI08490522<\/td>\n <\/tr>\n
EVALUATION OF THE SEISMIC BEHAVIOR OF 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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI08240509<\/td>\n <\/tr>\n
NEIGHBOUR MARTIX FOR OPTIMAL SEISMIC DESIGN OF RC FRAMES FOR MINIMUM TOTAL LIFE-CYCLE COST<\/td>\n Payam Asadi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD08530508<\/td>\n <\/tr>\n
NUMERICAL STUDY AND NONLINEAR MODEL OF THE EFFECT OF GUSSET-REINFORCED STIFFENER ON THE STEEL PLATE SHEAR WALLS WITH OPENINT<\/td>\n Kaveh Nezamisavojbolaghi, Khosro Mardanbeigi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM08420491<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM03030487<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0648 \u0645\u0642\u0627\u06cc\u0633\u0647 \u062f\u0631 \u0631\u0648\u0646\u062f \u062a\u062e\u0631\u06cc\u0628 \u0633\u0627\u0632\u0647 \u0622\u062c\u0631\u06cc \u0648 \u0628\u062a\u0646\u06cc \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u0627\u0646\u0641\u062c\u0627\u0631<\/td>\n \u0627\u0645\u06cc\u0631\u062d\u0633\u06cc\u0646 \u0645\u0647\u0627\u062c\u0631\u060c \u062c\u0644\u06cc\u0644 \u0634\u0641\u0627\u06cc\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV08280484<\/td>\n <\/tr>\n
Seismic retrofit of defective exterior RC ceiling-column<\/td>\n Amirhoushang Akhaveissy, Ali Permanoon, Roya Raeisi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR08170475<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0647\u0645\u0628\u0633\u062a\u06af\u06cc \u067e\u0627\u0631\u0627\u0645\u062a\u0631\u0647\u0627\u06cc \u062c\u0646\u0628\u0634 \u0646\u06cc\u0631\u0648\u0645\u0646\u062f \u0632\u0645\u06cc\u0646 \u062f\u0631 \u0632\u0644\u0632\u0644\u0647 \u0647\u0627\u06cc \u062f\u0648\u0631 \u0627\u0632\u06af\u0633\u0644 \u0648 \u067e\u0627\u0633\u062e \u0633\u0627\u0632\u0647 \u0647\u0627\u06cc \u0642\u0627\u0628 \u062e\u0645\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc<\/td>\n \u0627\u0635\u063a\u0631 \u0628\u0647\u0627\u062f\u0631\u06cc \u060c\u0633\u06cc\u062f \u0645\u062d\u0645\u062f \u0645\u062a\u0648\u0644\u06cc \u0627\u0645\u0627\u0645\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM08230471<\/td>\n <\/tr>\n
\u0645\u062f\u0644\u200c\u0633\u0627\u0632\u06cc \u0633\u0627\u0646\u062a\u0631\u06cc\u0641\u06cc\u0648\u0698\u06cc \u0631\u0648\u0646\u062f \u062a\u0648\u0633\u0639\u0647 \u06af\u0633\u0644\u0634 \u0634\u06cc\u0628\u200c\u0644\u063a\u0632 \u062f\u0631 \u0645\u0627\u0633\u0647 \u062e\u0634\u06a9 \u0648 \u0645\u0631\u0637\u0648\u0628 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u0645\u062e\u0632\u0646 \u06af\u0633\u0644\u0634 \u062c\u062f\u06cc\u062f<\/td>\n \u0645\u062d\u0645\u062f \u0627\u062d\u0645\u062f\u06cc\u060c \u0633\u06cc\u062f \u0645\u062c\u062a\u0628\u06cc \u0645\u0648\u0633\u0648\u06cc\u060c \u0645\u062d\u0645\u062f\u06a9\u0627\u0638\u0645 \u062c\u0639\u0641\u0631\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GT08180469<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GH07990468<\/td>\n <\/tr>\n
MONITORING OF VELOCITY CHANGES NOVEMBER 12th, 2017 EARTHQUKAE, SAREPOL-E ZAHAB WITH MOWING WINDOW CROSS SPECRAL TECHNIQUE<\/td>\n Navid Sirous, Nima Dolatabadi, Ramin Movaghari, Ahmad Sadidkhoy<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ES07010465<\/td>\n <\/tr>\n
SEISMIC HAZARD ASSESSMENT OF SHAHR-E KORD IRAN<\/td>\n Navid Sirous, Ali Songhori, Ahmad Sadidkhoy<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH07010464<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SH08080463<\/td>\n <\/tr>\n
PRIORITIZED SLIP LOAD OPTIMIZATION OF FRICTION DAMPED-BASED STRUCTURES<\/td>\n Kamyar Gharra, Karen Khanlari, Jafar Asgari Marnani<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR08040456<\/td>\n <\/tr>\n
\u0634\u0628\u06cc\u0647 \u0633\u0627\u0632\u06cc \u0641\u0631\u0648\u067e\u0627\u0634\u06cc \u0646\u0627\u0634\u06cc \u0627\u0632 \u0632\u0645\u06cc\u0646 \u0644\u0631\u0632\u0647 \u062f\u0631 \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0647\u0627\u06cc \u0628\u0633\u06cc\u0627\u0631 \u0628\u0644\u0646\u062f \u0628\u0627 \u0647\u0633\u062a\u0647 \u0645\u0631\u06a9\u0632\u06cc \u0644\u0648\u0644\u0647 \u0642\u0627\u0628\u06cc \u0648 \u0627\u0628\u0631\u0645\u0647\u0627\u0631\u0628\u0646\u062f\u0647\u0627<\/td>\n \u0633\u06cc\u0645\u0627 \u0622\u0631\u0627\u0645\u0634\u060c \u0647\u0627\u062f\u06cc \u0632\u06cc\u0627\u0631\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD04880454<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM08010449<\/td>\n <\/tr>\n
MAINSHOCK INTENSITY EFFECTS ON SEISMIC FRAGILITY OF RC MRFS UNDER AFTERSHOCKS<\/td>\n Afshin Kalantari, Hamed Roohbakhsh<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV07820444<\/td>\n <\/tr>\n
SYNTHETIC STOCHASTIC EARTHQUAKE SCENARIO PREDICTIVE MODEL, CASE STUDY: THE IRANIAN PLATEAU SEQUENCES<\/td>\n Ali Khansefid, Ali Bakhshi, Anooshiravan Ansari<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH05820433<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0622\u0633\u06cc\u0628\u200c\u067e\u0630\u06cc\u0631\u06cc \u0648 \u062a\u062d\u0644\u06cc\u0644 \u0634\u06a9\u0646\u0646\u062f\u06af\u06cc \u067e\u0644\u0647\u0627\u06cc \u0628\u062a\u0646\u06cc \u0645\u0642\u0627\u0648\u0645\u200c\u0633\u0627\u0632\u06cc \u0634\u062f\u0647 \u0628\u0627 \u062f\u0631 \u0646\u0638\u0631\u06af\u06cc\u0631\u06cc \u0645\u0624\u0644\u0641\u0647 \u0642\u0627\u0626\u0645 \u0632\u0644\u0632\u0644\u0647<\/td>\n \u0639\u0644\u06cc \u0646\u0627\u0635\u0631\u06cc\u060c \u062d\u0633\u06cc\u0646 \u067e\u0647\u0644\u0648\u0627\u0646<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV07710428<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0627\u062b\u0631 \u0645\u0648\u0644\u0641\u0647 \u0642\u0627\u0626\u0645 \u062f\u0631 \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0647\u0627\u06cc \u0628\u062a\u0646\u06cc \u0628\u0627 \u0646\u0627\u0645\u0646\u0638\u0645\u06cc \u062c\u0631\u0645\u06cc \u0648 \u0633\u062e\u062a\u06cc<\/td>\n \u0633\u06cc\u062f \u0645\u062d\u0645\u062f \u062d\u0633\u06cc\u0646\u06cc \u06a9\u0631\u062f\u062e\u06cc\u0644\u06cc\u060c \u0645\u062d\u0645\u062f\u062d\u0633\u06cc\u0646 \u0639\u0644\u06cc\u0632\u0627\u062f\u0647\u060c \u0622\u0645\u0646\u0647 \u0637\u0627\u0647\u0631\u067e\u0648\u0631<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI02860424<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EW02300421<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM06350420<\/td>\n <\/tr>\n
\u0645\u062d\u0627\u0633\u0628\u0627\u062a \u067e\u06cc\u0634\u0631\u0648 \u0631\u0648\u0634 HVSR \u062a\u062d\u062a \u0631\u0648\u06cc\u06a9\u0631\u062f \u0645\u06cc\u062f\u0627\u0646 \u067e\u062e\u0634\u06cc \u0648 \u0648\u0627\u0631\u0648\u0646\u200c\u0633\u0627\u0632\u06cc \u067e\u0631\u0648\u0641\u06cc\u0644 \u0633\u0631\u0639\u062a \u0645\u0648\u062c \u0628\u0631\u0634\u06cc \u062f\u0631 \u0627\u06cc\u0633\u062a\u06af\u0627\u0647\u06cc \u0648\u0627\u0642\u0639 \u062f\u0631\u0634\u0647\u0631 \u062a\u0647\u0631\u0627\u0646<\/td>\n \u0645\u06cc\u0644\u0627\u062f \u06a9\u0627\u0628\u0644\u06cc\u060c \u0627\u0644\u0647\u0627\u0645 \u0634\u0639\u0628\u0627\u0646\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS06380418<\/td>\n <\/tr>\n
SEISMIC GROUND DEFORMATION MAPPING FOR THE 2017 MW6.1 MAINSHOCK OF SEFIDSANG-NE IRAN EARTHQUAKE USING SENTINEL-1A INTERFEROMETRY<\/td>\n Hamid Reza Kuhbanani, Sayyed Keivan Hosseinii<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EP05740417<\/td>\n <\/tr>\n
EFEECT OF BEAM DEPTH REDUCTION AT THE JOINT OF RC STRUCTURES AND STRENGTHENING USING FRP SHEETS<\/td>\n Mohammad Fathpoor, Gholamreza Atefatdoost<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR07560416<\/td>\n <\/tr>\n
RELIABILITY ANALYSIS OF SEISMIC STABILITY OF UNSATURATED SOLDIER-PILED EXCAVATION<\/td>\n Ali Johari, Alireza Kalantari<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE06600408<\/td>\n <\/tr>\n
PERFORMANCE OF OPTIMUM FRICTION TUNED MASS DAMPER CONNECTED TO MULTI-DEGREE OF FREEDOM STRUCTURES<\/td>\n Boshra Besharatian, Hossein Tajmir Riahi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI04920402<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u062a\u0627\u062b\u06cc\u0631 \u0627\u062c\u0631\u0627\u06cc \u0636\u0648\u0627\u0628\u0637 \u062a\u062c\u0648\u06cc\u0632\u06cc \u0622\u0626\u06cc\u0646 \u0646\u0627\u0645\u0647 \u0627\u06cc \u062f\u0631 \u0627\u06cc\u062c\u0627\u062f \u0645\u0648\u062f\u0647\u0627\u06cc \u062e\u0631\u0627\u0628\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0647\u0627\u06cc \u0628\u0646\u0627\u06cc\u06cc \u06a9\u0644\u0627\u0641 \u062f\u0627\u0631 \u062f\u0631 \u0632\u0644\u0632\u0644\u0647 \u0627\u0632\u06af\u0644\u0647 \u06a9\u0631\u0645\u0627\u0646\u0634\u0627\u0647<\/td>\n \u0622\u0631\u0634 \u0642\u0632\u0644\u0628\u0627\u0634 \u06a9\u0647\u0646\u060c \u0645\u0647\u062f\u06cc \u0627\u062f\u06cc\u0628\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD06430391<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0645\u062c\u0647\u0632 \u0628\u0647 \u0645\u06cc\u0631\u0627\u06af\u0631\u0647\u0627\u06cc \u0641\u0644\u0632\u06cc \u0645\u0646\u062d\u0646\u06cc\u200c\u0634\u06a9\u0644<\/td>\n \u0645\u062d\u0645\u062f\u062d\u0633\u06cc\u0646 \u0645\u062e\u062a\u0627\u0631\u06cc\u060c \u0645\u062d\u0633\u0646 \u06af\u0631\u0627\u0645\u06cc\u060c \u0627\u0645\u06cc\u0631\u062d\u0633\u0627\u0645 \u0645\u0634\u0627\u06cc\u062e\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR06450390<\/td>\n <\/tr>\n
HALF-SPACE GREEN\u2019S FUNCTION FOR LAMB\u2019S PROBLEM<\/td>\n Maryam Erfaninia, Mohsen Kamalian<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS07290389<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0642\u0627\u0628\u200c\u0647\u0627\u06cc \u0645\u06cc\u0627\u0646\u200c\u067e\u0631 \u0645\u0642\u0627\u0648\u0645 \u0633\u0627\u0632\u06cc \u0634\u062f\u0647 \u062a\u0648\u0633\u0637 \u0628\u062a\u0646 \u067e\u0627\u0634\u0634\u06cc<\/td>\n \u0641\u0631\u0647\u0627\u062f \u062f\u0648\u0633\u062a\u06cc \u067e\u0648\u0631\u060c \u0633\u06cc\u062f \u0645\u062d\u0645\u062f \u0645\u062a\u0648\u0644\u06cc \u0627\u0645\u0627\u0645\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV07260386<\/td>\n <\/tr>\n
PERCEPTION AND COMMUNICATION OF SEIEMIC RISK<\/td>\n Amin Ghasemi, Mojtaba Mahsuli<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-RC06020383<\/td>\n <\/tr>\n
A CASE STUDY OF SEISMIC ASSESSMENT OF BURIED PIPELINES<\/td>\n Kianoosh Farhang, Nima Mohammadi, Mehran Monfared<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE00400376<\/td>\n <\/tr>\n
\u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u063a\u06cc\u0631\u062e\u0637\u06cc \u062c\u062f\u0627\u0633\u0627\u0632\u06cc \u0634\u062f\u0647 \u062a\u062d\u062a \u0628\u0631\u062e\u0648\u0631\u062f<\/td>\n \u0645\u0635\u0637\u0641\u06cc \u0645\u0633\u0639\u0648\u062f\u06cc\u060c \u0645\u0648\u0646\u0627 \u0642\u0644\u0639\u0647 \u0646\u0648\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI06840373<\/td>\n <\/tr>\n
ONLINE MODAL IDENTIFICATION OF STRUCTURES BY NATURAL GRADIENT ALGORITHM<\/td>\n Vida Ghasemi, Fereidoun Amini, Elham Rajabi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SH07120371<\/td>\n <\/tr>\n
PARAMETRIC FINITE ELEMENT EVALUATION OF RC BEAM-COLUMN JOINTS<\/td>\n Seyed Ahmad Nezami, Jalil Shafaei<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM06990369<\/td>\n <\/tr>\n
\u0645\u062f\u0644 \u062a\u062d\u0644\u06cc\u0644\u06cc \u0628\u0631\u0627\u06cc \u0634\u0628\u06cc\u0647\u200c\u0633\u0627\u0632\u06cc \u0631\u0641\u062a\u0627\u0631 \u06af\u0647\u0648\u0627\u0631\u0647\u200c\u0627\u06cc \u067e\u0627\u06cc\u0647 \u067e\u0644 \u062a\u0627\u0628\u200c\u0622\u0648\u0631 \u0645\u0631\u06a9\u0632\u06af\u0631\u0627<\/td>\n \u0635\u062f\u0641 \u0631\u0648\u06cc\u06cc\u0646 \u062a\u0646\u060c \u0627\u06a9\u0628\u0631 \u0648\u0627\u062b\u0642\u06cc\u060c \u0628\u0627\u0628\u0643 \u0645\u0646\u0635\u0648\u0631\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM07130368<\/td>\n <\/tr>\n
PERFORMANCE EVALUATION OF RC BEAM-COLUMN CONNECTIONS USING STRUT AND TIE METHOD<\/td>\n Seyed Ahmad Nezami, Jalil Shsfaei<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM06990367<\/td>\n <\/tr>\n
PEAK GROUND ACCELERATION PREDICTION FOR CRITICAL AFTERSHOCKES<\/td>\n Elham Rajabi, Gholamreza Ghodrati Amiri, Vida Ghasemi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH07120366<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0647\u0627\u06cc \u0646\u0627\u0645\u0646\u0638\u0645 \u062f\u0631 \u0627\u0631\u062a\u0641\u0627\u0639 \u062f\u0627\u0631\u0627\u06cc \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc<\/td>\n \u0645\u0633\u0639\u0648\u062f \u062d\u0633\u0646 \u0632\u0627\u062f\u0647\u060c \u0645\u0647\u062f\u06cc \u064a\u0632\u062f\u0627\u0646\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD07110365<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE06900360<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0642\u0627\u0628 \u0641\u0648\u0644\u0627\u062f\u06cc \u0648\u0627\u06af\u0631\u0627 \u0628\u0627 \u0641\u06cc\u0648\u0632 \u0642\u0627\u0626\u0645 \u0648\u0631\u0642\u0647\u200c\u0627\u06cc \u0628\u0627 \u062d\u0627\u0644\u062a \u0633\u06cc\u0646\u0648\u0633\u06cc \u0648 \u0630\u0648\u0632\u0646\u0642\u0647\u200c\u0627\u06cc \u062f\u0631 \u0636\u062e\u0627\u0645\u062a\u200c\u0647\u0627\u06cc \u0645\u062e\u062a\u0644<\/td>\n \u0639\u0644\u06cc\u0631\u0636\u0627 \u06a9\u0627\u0634\u0627\u0646\u06cc\u060c \u0639\u0644\u06cc\u0631\u0636\u0627 \u06af\u0631\u0627\u06cc\u0644\u06cc\u060c \u0639\u0638\u06cc\u0645 \u062a\u0639\u0642\u0644\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM06330359<\/td>\n <\/tr>\n
THE FUNDAMENTAL PERIOD OF FOUR-LAYER SOIL DEPOSITS<\/td>\n Seyed Hashem Medhat Sefvati, Mohsen Kamalian<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS07040358<\/td>\n <\/tr>\n
STATISTICAL ANALYSIS OF THE INTER-EVENT TIME AND DISTANCE DISTRIBUTION OF LARGE EARTHQUAKES IN IRAN<\/td>\n Seyed Naser Hashemi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EP02290357<\/td>\n <\/tr>\n
EQUIVALENT SDOF MODELS FOR PROBABILISTIC PERFORMANCE ASSESSMENT OF MULTISTORY BUILDINGS: METHODOLOGY AND APPLICATION FOR STEEL SPECIAL MOMENTFRAMES<\/td>\n Shaghayegh Vaseghiamiri, Mojtaba Mahsuli, Mohammad Ali Ghannad, Farzin Zareian<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM05430353<\/td>\n <\/tr>\n
AN INVESTIGATION ON THE EFFECT OF INFILL WALLS ON THE FUNDAMENTAL PERIOD OF MOMENT-RESISTING STEEL FRAMES WITH CONSIDERATION OF SOIL-STRUTURE INTERACTION<\/td>\n Kianoosh Kiani, Sayed Mohammad Motovali Emami<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM06250350<\/td>\n <\/tr>\n
EXPLAINING SUSTAINABILITY CRITERIA IN POST-DISASTER TEMPORARY HOUSING<\/td>\n Elnaz Asgari Namin, Ali Javanforouzande<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-RD06940346<\/td>\n <\/tr>\n
\u062a\u0628\u06cc\u06cc\u0646 \u0645\u0639\u06cc\u0627\u0631\u0647\u0627\u06cc \u0645\u0633\u06a9\u0646 \u0645\u0648\u0642\u062a \u067e\u0633 \u0627\u0632 \u0632\u0644\u0632\u0644\u0647 \u0628\u0631 \u0645\u0628\u0646\u0627\u06cc \u062a\u062d\u0644\u06cc\u0644 \u067e\u0627\u0631\u0627\u0645\u062a\u0631\u0647\u0627\u06cc \u0646\u0638\u0627\u0645 \u0627\u0646\u0633\u0627\u0646\u06cc \u062f\u0631 \u0627\u0633\u062a\u0642\u0631\u0627\u0631 \u0641\u0636\u0627\u06cc\u06cc<\/td>\n \u0639\u0644\u06cc \u062c\u0648\u0627\u0646 \u0641\u0631\u0648\u0632\u0646\u062f\u0647\u060c \u0627\u0644\u0646\u0627\u0632 \u0639\u0633\u06af\u0631\u06cc \u0646\u0645\u06cc\u0646<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-RS06940345<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI05820343<\/td>\n <\/tr>\n
THE RELIABILITY OF THE FOUNDATION SEISMIC DESIGN USING IRANIAN NATIONAL BUILDING CODE<\/td>\n Ali Shojaeian, Faradjollah Askari, Saeideh Farahani<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE06920342<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc \u0627\u062a\u0635\u0627\u0644 \u067e\u06cc\u0646 \u0641\u06cc\u0648\u0632 \u067e\u06cc\u0686\u06cc \u0627\u0635\u0637\u06a9\u0627\u06a9\u06cc \u062f\u0631 \u0642\u0627\u0628 \u062e\u0645\u0634\u06cc (pin-fuse SBC) \u0648 \u0645\u0642\u0627\u06cc\u0633\u0647 \u0622\u0646 \u0628\u0627 \u0627\u062a\u0635\u0627\u0644 \u062a\u06cc\u0631\u0628\u0647 \u0633\u062a\u0648\u0646 \u0645\u062a\u062f\u0627\u0648\u0644<\/td>\n \u0639\u0644\u06cc \u0631\u0636\u0627 \u06af\u0631\u0627\u06cc\u0644\u06cc\u060c \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f\u0645\u0642\u062f\u0645\u060c \u0627\u062d\u0633\u0627\u0646 \u062f\u0631\u0648\u06cc\u0634\u0627\u0646<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD05900341<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD04310340<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS06500334<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS06820333<\/td>\n <\/tr>\n
SEISMOTECTONICS OF SAYDOON DAM SITES IN THE IZEH FAULT ZONE, SW OF IRAN<\/td>\n Arash Barjasteh<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EP00910330<\/td>\n <\/tr>\n
\u0627\u0631\u0627\u0626\u0647 \u06cc\u06a9 \u0645\u062f\u0644 \u0628\u0647\u0628\u0648\u062f \u06cc\u0627\u0641\u062a\u06c0 \u062e\u0648\u062f \u2013 \u062a\u0646\u0638\u06cc\u0645 \u0634\u0648\u0646\u062f\u0647\u060c \u0628\u0631\u0627\u06cc \u0645\u06cc\u0631\u0627\u06af\u0631\u0647\u0627\u06cc \u0633\u06cc\u0627\u0644 \u062a\u0646\u0638\u06cc\u0645\u06cc (TLD) \u062c\u0647\u062a \u06a9\u0627\u0647\u0634 \u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627<\/td>\n \u0646\u06a9\u06cc\u0633\u0627 \u0622\u0630\u0631\u06cc\u060c \u0641\u0631\u0634\u06cc\u062f \u0641\u062a\u062d\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI06710321<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u062d\u0627\u0634\u06cc\u0647 \u0627\u06cc\u0645\u0646\u06cc \u0641\u0631\u0648\u0631\u06cc\u0632\u0634 \u0642\u0627\u0628\u200c\u0647\u0627\u06cc \u062e\u0645\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u0627 \u0646\u0627\u0645\u0646\u0638\u0645\u06cc \u062c\u0631\u0645\u06cc \u062f\u0631 \u0627\u0631\u062a\u0641\u0627\u0639<\/td>\n \u0645\u0647\u0633\u0627 \u0627\u0645\u06cc\u0631\u06cc\u060c \u0645\u0633\u0639\u0648\u062f \u06cc\u062e\u0686\u0627\u0644\u06cc\u0627\u0646<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM06660320<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH04860319<\/td>\n <\/tr>\n
EXPERIMENTAL STUDY OF SOIL-STRUCTURE INTERACTION ON THE IMPROVED GROUND BY MICROPILES USING SHAKING TABLE<\/td>\n Mahta Movasat, Masoud Hajialilue Bonab<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GT06650316<\/td>\n <\/tr>\n
EVALUATION OF SEISMIC DESIGN APPROACH ON RC\/MR BUILDING USING DIFFERENT PROBABILISTIC METHODS<\/td>\n Dariush Alimohammadi, Esmaeel Izadi-Zamanabadi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD05220313<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0645\u0634\u062e\u0635\u0647\u200c\u0647\u0627\u06cc \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u062a\u062d\u0644\u06cc\u0644 \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627<\/td>\n \u0646\u0633\u06cc\u0645 \u062c\u0639\u0641\u0631\u06cc\u060c \u062c\u0648\u0627\u062f \u0645\u06a9\u0627\u0631\u06cc \u0631\u062d\u0645\u062f\u0644<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SH06460312<\/td>\n <\/tr>\n
ACTIVE TECTONIC ANALYSIS OF AVAJ-ABEGARM AREA (NW IRAN)<\/td>\n Bita Javidfakhr<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EP03850310<\/td>\n <\/tr>\n
GEODETIC-BASED AND GEOLOGICAL-BASED EARTHQUAKE RATES FOR IRAN<\/td>\n Alireza Lotfi, Hamid Zafarani, Alireza Khodaverdian<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH04350309<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE06520305<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0628\u0647 \u0645\u0642\u06cc\u0627\u0633 \u062f\u0631 \u0622\u0648\u0631\u062f\u0646 \u062f\u0648\u06af\u0627\u0646\u0629 \u0634\u062a\u0627\u0628\u200c\u0646\u06af\u0627\u0634\u062a\u200c\u0647\u0627 \u0628\u0631\u0627\u06cc \u062a\u062d\u0644\u06cc\u0644 \u062a\u0627\u0631\u06cc\u062e\u0686\u0647 \u0632\u0645\u0627\u0646\u06cc \u062f\u0631 \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u0642\u0627\u0628 \u062e\u0645\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc<\/td>\n \u0641\u0631\u0632\u0627\u0646\u0647 \u062d\u0627\u0645\u062f\u06cc\u060c \u0645\u0647\u0631\u062f\u0627\u062f \u0632\u0631\u06af\u0631\u060c \u0633\u06cc\u062f \u0628\u0646\u06cc\u0627\u0645\u06cc\u0646 \u0627\u062f\u06cc\u0628\u200c\u0632\u0627\u062f\u0647<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM04030304<\/td>\n <\/tr>\n
THE KINEMATIC ANALYSIS AND EVOLUTION OF THE STRESS FIELDS IN THE ZAGROS FORELAND FOLDED BELT, FARS SALIENT, IRAN<\/td>\n Bahareh Zafarmand, Khalil Sarkarinejad<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EP06180298<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0645\u062e\u0627\u0632\u0646 \u0622\u0628 \u0647\u0648\u0627\u06cc\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0622\u0633\u06cc\u0628 \u062f\u06cc\u062f\u0647 \u062f\u0631 \u0632\u0644\u0632\u0644\u0647 \u0627\u0632\u06af\u0644\u0647 \u06a9\u0631\u0645\u0627\u0646\u0634\u0627\u0647 (1396) \u0628\u0627 \u0627\u062d\u062a\u0633\u0627\u0628 \u0627\u0646\u062f\u0631\u06a9\u0646\u0634 \u062e\u0627\u06a9\u2013 \u0633\u0627\u0632\u0647<\/td>\n \u0627\u0645\u06cc\u062f \u0645\u0644\u06a9\u0634\u06cc\u060c \u0645\u0647\u062f\u06cc \u0627\u062f\u06cc\u0628\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV06430297<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0645\u06cc\u0631\u0627\u06af\u0631\u0647\u0627\u06cc \u0641\u0644\u0632\u06cc \u0645\u0646\u062d\u0646\u06cc \u0634\u06a9\u0644 \u0628\u0631 \u0628\u0647\u0628\u0648\u062f \u0639\u0645\u0644\u06a9\u0631\u062f \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0642\u0627\u0628\u200c\u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc<\/td>\n \u0645\u062d\u0645\u062f\u062d\u0633\u06cc\u0646 \u0645\u062e\u062a\u0627\u0631\u06cc\u060c \u0645\u062d\u0633\u0646 \u06af\u0631\u0627\u0645\u06cc\u060c \u0627\u0645\u06cc\u0631\u062d\u0633\u0627\u0645 \u0645\u0634\u0627\u06cc\u062e\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI06450296<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM04030295<\/td>\n <\/tr>\n
A NEW PURE BENDING YIELDING DAMPER FOR SEISMIC APPLICATIONS<\/td>\n Hassan Zibasokhan, Farhad Behnamfar, Mojtaba Azhari<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR06420293<\/td>\n <\/tr>\n
PERFORMANCE LEVEL OF ECCENTRIC STRUCTURES DUE TO T ORSION AND SOIL-STRUCTURE INTERACTION<\/td>\n Masood Shirzadi, Farhad Behnamfar, Payam Asadi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM06420292<\/td>\n <\/tr>\n
\u0645\u0642\u0627\u06cc\u0633\u0647 \u06cc \u0631\u0641\u062a\u0627\u0631 \u063a\u06cc\u0631\u062e\u0637\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0647\u0627\u06cc \u0637\u0631\u0627\u062d\u06cc \u0634\u062f\u0647 \u0628\u0627 \u062f\u0648 \u0631\u0648\u0634 \u0646\u06cc\u0631\u0648\u06cc\u06cc \u0648 \u062a\u063a\u06cc\u06cc\u0631\u0645\u06a9\u0627\u0646\u06cc<\/td>\n \u0627\u0645\u06cc\u0631\u062d\u0633\u06cc\u0646 \u0634\u0645\u0633\u060c \u0641\u0631\u0647\u0627\u062f \u0628\u0647\u0646\u0627\u0645 \u0641\u0631<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD06420291<\/td>\n <\/tr>\n
STABILITY ANALYSIS OF ARCH DAM ABUTMENTS DUE TO VERTICAL SEISMIC EXCITATIONS<\/td>\n Hassan Mostafaei, Farhad Behnamfar<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM06420290<\/td>\n <\/tr>\n
PSEUDO-STATIC SLOPE STABILITY ANALYSIS BY RANDOM FINITE ELEMENT METHOD<\/td>\n Ali Johari, Mohammad Zandpour<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GH06360289<\/td>\n <\/tr>\n
SPATIAL STATISTICS AND POINT PATTERN ANALYSIS OF EARTHQUAKE DISRIBUTION IN THE ZAGROS REGION (IRAN)<\/td>\n Seyed Naser Hashemi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EP02290287<\/td>\n <\/tr>\n
INFLUENCE OF RUBBER GRANULES CONTENT ON THE ISOLATION RESPONSE OF AN IN-FILLED BARRIER WALL<\/td>\n Mehrnoosh Feizy, Ali Mirzaii<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR04830285<\/td>\n <\/tr>\n
SITE-SPECIFIC RESPONSE ANALYSIS VERSUS IMPLEMENTING THE MEAN SHEAR WAVE VELOCITY WITHIN PSHA<\/td>\n Faranak Naghdibak, Alireza Azarbakht<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM05980279<\/td>\n <\/tr>\n
STUDY ON RESPONSE OF CSPSW AND SPSW TO NONLINEAR EXCITATIONS<\/td>\n Mahdi Chavoshi, Ramin Ketabfroush Badri<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM03840274<\/td>\n <\/tr>\n
\u0627\u062b\u0631 \u0648\u0631\u0642 \u062a\u0642\u0648\u06cc\u062a\u06cc \u0628\u0627\u0644 \u0648 \u0646\u0628\u0634\u06cc \u062c\u0627\u0646 \u062f\u0631 \u0627\u062a\u0635\u0627\u0644 \u067e\u0633 \u06a9\u0634\u06cc\u062f\u0647 \u062a\u06cc\u0631 \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u0647 \u0633\u062a\u0648\u0646 \u0645\u0631\u06a9\u0628<\/td>\n \u0645\u062d\u0633\u0646 \u0639\u0632\u06cc\u0632\u06cc\u060c \u0646\u0648\u06cc\u062f \u0633\u06cc\u0627\u0647 \u067e\u0644\u0648<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM05770270<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ST06010260<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE05040257<\/td>\n <\/tr>\n
THE EFFECT OF VERTICAL EXCITATIONS ON THE COLLAPSE RISK ASSESSMENT OF RC FRAME-CORE WALL STRUCTURES<\/td>\n Arsam Taslimi, Mohsen Tehranizadeh, Mohammadreza Shamlu<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV01330253<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u067e\u0627\u0633\u062e \u0645\u0627\u0646\u062f\u06af\u0627\u0631 \u0642\u0627\u0628 \u0647\u0627\u06cc \u062e\u0645\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0645\u062c\u0647\u0632 \u0628\u0647 \u0645\u06cc\u0631\u0627\u06af\u0631 \u0627\u0635\u0637\u06a9\u0627\u06a9\u06cc \u067e\u0627\u0644 \u062a\u062d\u062a \u0627\u062b\u0631 \u062a\u062d\u0631\u06cc\u06a9\u0627\u062a \u0644\u0631\u0632\u0647 \u0627\u06cc<\/td>\n \u0622\u0631\u0648\u06cc\u0646 \u0631\u0628\u0627\u0646\u06cc\u060c \u0633\u0627\u0644\u0627\u0631 \u0645\u0646\u06cc\u0639\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV05860252<\/td>\n <\/tr>\n
SPECTRAL ACCELERATION AMPLIFICATION EFFECTS ON THE DUCTILITY DEMAND OF SELF-STANDING R.C. CHIMNEYS<\/td>\n Mohammad Reza Mehrdoust, Armen Assatourians<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM05360250<\/td>\n <\/tr>\n
\u0627\u0631\u062a\u0642\u0627\u0621 \u0639\u0645\u0644\u06a9\u0631\u062f \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0642\u0627\u0628 \u062e\u0645\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u062f\u0631 \u0628\u0631\u0627\u0628\u0631 \u0632\u0644\u0632\u0644\u0647 \u0646\u0632\u062f\u06cc\u06a9 \u06af\u0633\u0644 \u067e\u0627\u0644\u0633\u200c\u06af\u0648\u0646\u0647 \u0628\u0647 \u06a9\u0645\u06a9 \u0645\u06cc\u0631\u0627\u06af\u0631 \u062a\u0633\u0644\u06cc\u0645\u200c\u0634\u0648\u0646\u062f\u0647 U \u0634\u06a9\u0644<\/td>\n \u0646\u0648\u06cc\u062f \u0633\u06cc\u0627\u0647 \u067e\u0644\u0648\u060c \u067e\u0631\u06cc\u0627 \u0639\u0627\u0644\u06cc \u067e\u0648\u0631<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI05770246<\/td>\n <\/tr>\n
THE VERIFICATION OF VISCO-PLASTIC DAMPER<\/td>\n Pariya Aalipour, Navid Siahpolo<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI05030230<\/td>\n <\/tr>\n
DESIGN AND IMPLEMENTATION OF IOTA BASED NETWORK WITH ACCELERATION SENSORS FOR STRUCTURAL HEALTH MONITORING<\/td>\n Seyed Amin Hoseini Tehrani, Yas Hoseini Tehrani, Seyed Mohammad Hoseini Tehrani<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SH05480224<\/td>\n <\/tr>\n
NUMERICAL STUDY OF EFFECTS OF SUPERSTRUCTURE ON DYNAMIC RESPONSE OF A 3\u00d73 PILE GROUP<\/td>\n Sadjad Hadei, Mohammad M. Ahmadi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE04790199<\/td>\n <\/tr>\n
USING THE PIANO KEYS SOUND AS ARTIFICIAL ACCELERATIONS<\/td>\n Ali Kia, Amin Bai, Reza Kia<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EG03820196<\/td>\n <\/tr>\n
THE SEISMOTECTONICS OF THE WESTERN AND SOUTHERN MARGINS OF LUT BLOCK, CENTRAL IRAN<\/td>\n Ahmad Rashidi, Hossein Kianimehr<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EP04730195<\/td>\n <\/tr>\n
\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u067e\u0627\u0631\u0627\u0645\u062a\u0631\u0647\u0627\u06cc \u0645\u0624\u062b\u0631 \u0628\u0631 \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u067e\u0644\u200c\u0647\u0627\u06cc \u0642\u0648\u0633\u06cc \u0628\u062a\u0646\u200c\u0622\u0631\u0645\u0647<\/td>\n \u0627\u062f\u0647\u0645 \u0642\u0644\u06cc \u067e\u0648\u0631\u060c \u0645\u062d\u0645\u062f\u0631\u0636\u0627 \u062f\u0627\u0648\u062f\u06cc\u060c \u062d\u0633\u06cc\u0646 \u06cc\u0648\u0633\u0641 \u067e\u0648\u0631<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM04720193<\/td>\n <\/tr>\n
QUESTIONNAIRE-BASED QUANTIFICATION OF SEISMIC RESILIENCE IN IRANIAN HOSPITAL<\/td>\n Seyed Mohammad Reza Hosseini Mousavi, Salar Arian Moghadam<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-RI02700192<\/td>\n <\/tr>\n
SEISMIC RESPONSE CONTROL BY ORB-BOWL (OB) TMD SYSTEM<\/td>\n Mehran Akhavan Salmassi, Ali Kheyroddin, Ali Hemmati<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI04710190<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI01260182<\/td>\n <\/tr>\n
EVALUATING THE SPECTRAL ACCELERATION AMPLIFICATION EFFECTS ON THE SEISMIC RESPONSE OF ELEVATED STEEL WATER TANKS<\/td>\n Armen Assatourians, Sohrab Fallahi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM01260181<\/td>\n <\/tr>\n
\u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u062c\u062f\u0627\u0633\u0627\u0632\u0647\u0627\u06cc \u0698\u0626\u0648\u0633\u0646\u062a\u062a\u06cc\u06a9\u06cc \u0628\u0647 \u0645\u0646\u0638\u0648\u0631 \u06a9\u0627\u0647\u0634 \u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647 \u0627\u06cc \u0645\u062f\u0641\u0646 \u0647\u0627\u06cc \u0632\u0628\u0627\u0644\u0647<\/td>\n \u0645\u0631\u06cc\u0645 \u067e\u06cc\u0627\u0645\u06cc\u060c \u062d\u0645\u06cc\u062f \u0639\u0644\u06cc \u0627\u0644\u0647\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS04490177<\/td>\n <\/tr>\n
THE NECESSITY OF REVIEWING THE MAP OF ACTIVE FAULTS OF TEHRAN<\/td>\n Masoomeh Alaei, Alireza Nadimi, Homayon Safaei<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EP03730172<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM03090168<\/td>\n <\/tr>\n
\u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u0644\u06cc\u0646\u06a9 \u0628\u0631\u0634\u06cc \u062a\u0639\u0648\u06cc\u0636 \u067e\u0630\u06cc\u0631 \u062f\u0631 \u0642\u0627\u0628\u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u0647 \u0639\u0646\u0648\u0627\u0646 \u0633\u06cc\u0633\u062a\u0645 \u0628\u0627\u0631\u0628\u0631 \u062c\u0627\u0646\u0628\u06cc<\/td>\n \u062d\u062f\u06cc\u062b \u0645\u062d\u0645\u062f\u0645\u0631\u0627\u062f\u06cc\u060c \u0628\u0647\u0631\u062e \u062d\u0633\u06cc\u0646\u06cc \u0647\u0627\u0634\u0645\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR04420167<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0631\u0641\u062a\u0627\u0631 \u0628\u0631\u0634 \u062f\u0631\u0632 \u0645\u0644\u0627\u062a \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u0645\u0642\u0627\u0648\u0645\u200c\u0633\u0627\u0632\u06cc \u0634\u062f\u0647 \u0628\u0627 \u0645\u0635\u0627\u0644\u062d \u0645\u0631\u06a9\u0628 \u067e\u0627\u06cc\u0647 \u0633\u06cc\u0645\u0627\u0646\u06cc \u0645\u0647\u0646\u062f\u0633\u06cc \u0634\u062f\u0647<\/td>\n \u0639\u0644\u06cc\u0631\u0636\u0627 \u0646\u0645\u0627\u06cc\u0646\u062f\u0647 \u0646\u06cc\u0627\u0633\u0631\u060c \u0641\u0631\u0634\u06cc\u062f \u062c\u0646\u062f\u0642\u06cc \u0639\u0644\u0627\u06cc\u06cc\u060c \u0633\u0647\u06cc\u0644 \u0645\u062c\u06cc\u062f \u0632\u0645\u0627\u0646\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ST01720160<\/td>\n <\/tr>\n
\u062a\u0648\u0633\u0639\u0647 \u0645\u0646\u062d\u0646\u06cc \u0647\u0627\u06cc \u0634\u06a9\u0646\u0646\u062f\u06af\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0647\u0627\u06cc \u0646\u0627\u0645\u062a\u0642\u0627\u0631\u0646 \u0628\u062a\u0646 \u0622\u0631\u0645\u0647 \u0645\u062c\u0647\u0632 \u0628\u0647 \u0645\u06cc\u0631\u0627\u06af\u0631 \u0648\u06cc\u0633\u06a9\u0648\u0632<\/td>\n \u0645\u0647\u062f\u06cc \u0635\u0627\u062f\u0642\u06cc \u0639\u0627\u0631\u0641\u060c \u0645\u062d\u0645\u062f\u0631\u0636\u0627 \u0645\u0646\u0635\u0648\u0631\u06cc\u060c \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI02040157<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS03900149<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u067e\u0627\u0631\u0627\u0645\u062a\u0631\u06cc\u06a9 \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0628\u0646\u0627\u06cc\u06cc \u0645\u0642\u0627\u0648\u0645\u200c\u0633\u0627\u0632\u06cc \u0634\u062f\u0647 \u0628\u0627 \u0645\u0635\u0627\u0644\u062d \u0645\u0631\u06a9\u0628 \u067e\u0627\u06cc\u0647 \u0633\u06cc\u0645\u0627\u0646\u06cc \u0645\u0647\u0646\u062f\u0633\u06cc \u0634\u062f\u0647<\/td>\n \u0639\u0644\u06cc\u0631\u0636\u0627 \u0646\u0645\u0627\u06cc\u0646\u062f\u0647 \u0646\u06cc\u0627\u0633\u0631\u060c \u0641\u0631\u0634\u06cc\u062f \u062c\u0646\u062f\u0642\u06cc \u0639\u0644\u0627\u06cc\u06cc\u060c \u0633\u0647\u06cc\u0644 \u0645\u062c\u06cc\u062f \u0632\u0645\u0627\u0646\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-ST01720148<\/td>\n <\/tr>\n
\u0645\u062f\u0644 \u062a\u062d\u0644\u06cc\u0644\u06cc \u0631\u0641\u062a\u0627\u0631 \u0647\u06cc\u0633\u062a\u0631\u062a\u06cc\u06a9 \u0627\u062a\u0635\u0627\u0644 \u062a\u06cc\u0631 \u0628\u0647 \u0633\u062a\u0648\u0646 \u067e\u06cc\u0634 \u0633\u0627\u062e\u062a\u0647 \u06cc \u0628\u062a\u0646\u06cc \u06af\u0631\u0648\u062a\u06cc- \u062a\u0632\u0631\u06cc\u0642\u06cc<\/td>\n \u0645\u0647\u0631\u0622\u0641\u0631\u06cc\u0646 \u0646\u0627\u0635\u0631\u062e\u0627\u06a9\u06cc\u060c \u0627\u06a9\u0628\u0631 \u0648\u0627\u062b\u0642\u06cc\u060c \u0628\u0627\u0628\u06a9 \u0645\u0646\u0635\u0648\u0631\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM01700145<\/td>\n <\/tr>\n
SEISMIC DISPLACEMENT OF COHESIVE FRICTIONAL SLOPES USING NEWMARK\u2019S METHOD<\/td>\n Ali Ramazan Borujerdi, Morteza Jiryaei Sharahi, Masoud Amel Sakhi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE03510140<\/td>\n <\/tr>\n
\u062a\u062d\u0644\u06cc\u0644 \u0634\u06a9\u0633\u062a \u062a\u0648\u062f\u0647 \u0647\u0627\u06cc \u0633\u0646\u06af\u06cc\u0650 \u062a\u0631\u06a9 \u062f\u0627\u0631 \u062a\u062d\u062a \u0628\u0627\u0631 \u0641\u0634\u0627\u0631-\u0628\u0631\u0634\u06cc<\/td>\n \u062c\u0648\u0627\u062f \u0627\u06a9\u0628\u0631\u062f\u0648\u0633\u062a\u060c \u0645\u0647\u0633\u0627 \u0637\u0647\u0645\u0627\u0633\u0628\u06cc\u060c \u0645\u06cc\u0644\u0627\u062f \u0633\u0646\u06af \u0633\u0641\u06cc\u062f\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GE03940138<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u062a\u0627\u062b\u06cc\u0631 \u062a\u063a\u06cc\u06cc\u0631\u0627\u062a \u0648\u0632\u0646 \u0648 \u0639\u0645\u0642 \u0645\u062f\u0641\u0648\u0646 \u0634\u062f\u06af\u06cc \u0641\u0648\u0646\u062f\u0627\u0633\u06cc\u0648\u0646 \u0628\u0631 \u062a\u063a\u06cc\u06cc\u0631 \u0645\u06a9\u0627\u0646 \u062c\u0627\u0646\u0628\u06cc \u0633\u0627\u0632\u0647 \u062f\u0631\u0633\u06cc\u0633\u062a\u0645 \u0627\u0646\u062f\u0631\u06a9\u0646\u0634 \u062e\u0627\u06a9 - \u0633\u0627\u0632\u0647<\/td>\n \u0645\u0646\u0635\u0648\u0631 \u0646\u0648\u0631\u06cc\u060c \u062d\u0645\u06cc\u062f\u0631\u0636\u0627 \u062a\u0648\u06a9\u0644\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS03890137<\/td>\n <\/tr>\n
SIMULATION FOR LARGE DEFORMATION IN GEOMATERIALS WITH MOLECULAR DYNAMICS APPROACH<\/td>\n Saeed Ghafarpoor Jahromi, Mohammad Varmaziyarie<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GT03670130<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI01330126<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD03600124<\/td>\n <\/tr>\n
NONLINEAR ADAPTIVE CONTROL OF BUILDING STRUCTURES WITH ELASTO-PLASTIC BEHAVIOR OF ELEMENTS UNDER SEISMIC MOTION<\/td>\n Reza Vosoughi, Touraj Taghikhany<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SI03150101<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD03060082<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM03110081<\/td>\n <\/tr>\n
\u0628\u0631\u0631\u0633\u06cc \u0636\u0631\u06cc\u0628 \u06a9\u0627\u0647\u0634 \u0645\u0642\u0627\u0648\u0645\u062a \u062a\u0633\u0644\u06cc\u0645 \u0628\u0648\u0627\u0633\u0637\u0647 \u0634\u06a9\u0644\u200c\u067e\u0630\u06cc\u0631\u06cc \u0628\u0631\u0627\u06cc \u0632\u0644\u0632\u0644\u0647 \u0647\u0627\u06cc \u062d\u0648\u0632\u0647 \u0646\u0632\u062f\u06cc\u06a9 \u0648 \u062f\u0648\u0631 \u0627\u0632 \u06af\u0633\u0644<\/td>\n \u0633\u06cc\u062f \u0627\u0628\u0631\u0627\u0647\u06cc\u0645 \u0645\u0637\u0644\u0628\u06cc \u062d\u0633\u0646 \u06a9\u0644\u0627\u060c \u0645\u0647\u062f\u06cc \u067e\u0648\u0631\u0634\u0627\u0621\u060c \u0627\u0645\u06cc\u0646 \u0646\u0648\u0631\u0648\u0632\u06cc<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD02200072<\/td>\n <\/tr>\n
TORSIONAL RESPONSE OF SHORT SPAN TRUSS TYPE DECK SUSPENSION BRIDGES UNDER CLOSED FORM APPROXIMATION OF PULSE TYPE GROUND MOTIONS<\/td>\n Hamed Alizadeh, Seyed Hossein Hosseini Lavasani, Afshin Meshkat-Dini<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM02410065<\/td>\n <\/tr>\n
SEISMIC PERFORMANCE OF MOMENT-RESISTING STEEL STRUCTURES WITH SLIT-FRICTION HYBRID DAMPER<\/td>\n Azadeh Khoshkroodi, Hossein Parvini Sani<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SD01760063<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GH01300043<\/td>\n <\/tr>\n
GROUND RESPONSE SPECTRA INDUCED BY A LIQUEFIABLE SOIL LAYER AS NATURAL SEISMIC ISOLATION<\/td>\n Mahsa Ashtari, Hamid Alielahi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS01680159<\/td>\n <\/tr>\n
SEISMIC SITE RESPONSE INDUCED BY A SEDIMENTARY BASIN: 1D AND 2D NUMERICAL ANALYSIS<\/td>\n Hamid Alielahi, Maryam Rahimi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-GS01680048<\/td>\n <\/tr>\n
ADAPTIVE CURVED SURFACE SLIDER FOR IMPROVED SEISMIC PROTECTION<\/td>\n Felix Weber, Raad Hamood, Peter Huber, Christian Braun, Mohammad Halimi<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0637\u0644\u0627\u0639\u0627\u062a \u0628\u06cc\u0634\u062a\u0631<\/a><\/p><\/td>\n

SEE8-SI12381061<\/td>\n <\/tr>\n
INTRODUCTION AND DISCUSSION OF POST-EARTHQUAKE QUICK INSPECTION METHOD FOR DAMAGED BUILDINGS IN JAPAN<\/td>\n Tatsuya Azuhata, Masanori Tani<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV11180932<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM07550826<\/td>\n <\/tr>\n
DELINEATE OF POTENTIAL SEISMIC SOURCES FOR SEISMIC HAZARD ASSESSMENT. CASE OF STUDY: S\u00c9TIF REGION-EASTERN ALGERIA<\/td>\n Sahra Aourari, Djamel Machane, Hamid Haddoum, Nadia Sidi Said<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-EH07890642<\/td>\n <\/tr>\n
VERIFYING THE CHOICE OF NUMERICAL MODEL OF A BUILDING BY IN SITU INVESTIGATION AFTER REALIZATION<\/td>\n Yamina Ait Mezianze, Rania Souici<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV08050635<\/td>\n <\/tr>\n
ANALYTICAL INVESTIGATION ON THE SMA-BASED RETROFITTING OF SUBSTANDARD RC FRAMES<\/td>\n Burak Duran, \u00d6zg\u00fcr Av\u015far<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR08600623<\/td>\n <\/tr>\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

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SM08580600<\/td>\n <\/tr>\n
DEVELOPMENT OF NEW BIM STANDARDS FOR CONSTRUCTION PROJECTS<\/td>\n Jubin Motamed, Ardeshir Sayah Mofazali<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SC06830335<\/td>\n <\/tr>\n
BASIC METHOD TO CLASSIFY SPATIAL DISTRIBUTION OF SITE FACTOR USING SINGLE MICROTREMOR IN ASHGABAT, TURKMENISTAN<\/td>\n Koicihi Hasegawa, Sergey Abaseyev Abaseyev, Kambod Amini-Hosseini<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-RU05830251<\/td>\n <\/tr>\n
GROUND DISPLACEMENT AND BUILDING DAMAGE ESTIMATION OF THE 2017 KERMANSHAH EARTHQUAKE USING SAR REMOTE SENSING<\/td>\n Sadra Karimzadeh, Masashi Matsuoka<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SV01870052<\/td>\n <\/tr>\n
INFLUENCE OF REDUCED SEICMIC HAZARD LEVEL IN REHABILATION CONSIDERING REMAINING LIFE SPAN<\/td>\n Saba Seyed Yousefi, Milad Cheraghzade, Afshin Kalantari<\/td>\n

30,000 \u0631\u06cc\u0627\u0644<\/span><\/bdi><\/span>\u0627\u0641\u0632\u0648\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/a><\/p><\/td>\n

SEE8-SR07821105<\/td>\n <\/tr>\n <\/tbody> \n\n \n <\/table>\n\n<\/div>\n\nGenerated by wpDataTables<\/a><\/span>