انتشار مقالات هشتمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله

سه شنبه، 27 خرداد، 1399
انتشار مقالات هشتمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله
مقالات هشتمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در تاریخ ۲۷ خرداد ۱۳۹۹ در پایگاه سیویلیکا نمایه و منتشر شد. این رویداد در تاریخ ۲۰ آبان ۱۳۹۸ تا ۲۲ آبان ۱۳۹۸ توسط پژوهشگاه بین‌المللی زلزله‌شناسی و مهندسی زلزله و تحت حمایت سیویلیکا در شهر تهران برگزار شده است.در این رویداد ۲۵۴ مقاله شامل ۱۸۶۴ صفحه ارائه شده است.بر اساس تحلیل اولیه انجام شده، مقالات این دوره از کنفرانس عمدتا در موضوعات زیر ارائه شده است:
- earthquake
- soil
- structure interaction
- non
- seismicity
- seismic response
- seismic analysis
- pseudo
- liquefaction
- منحنی شکنندگی

لیست و عناوین مقالات نمایه شده از هشتمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله به صورت زیر می باشد:

1. USING THE PIANO KEYS SOUND AS ARTIFICIAL ACCELERATIONS


2. EVALUATION OF SOURCE, PATH AND SITE EFFECTS IN STOCHASTIC METHOD OF SIMULATING STRONG GROUND MOTION FOR SARPOL-E ZAHAB, IRAN EARTHQUAKE OF 2017


3. خوشه بندی کاتالوگ لرزه ای زاگرس با استفاده از مدل توالی همه گیر پسلرزه ها( ETAS)


4. ESTIMATION OF STRONG GROUND MOTION PARAMETERS, FOR THE AUGUST 11,2012, AHAR-VARZAGHAN EARTHQUAKE, USING EMPIRICAL GREEN’S FUNCTION


5. PREDICTION EQUATION FOR ARRIVAL TIMES OF NEAR-SOURCE STRONG GROUND MOTIONS VELOCITY PULSES USING PULSE-LIKE RECORDS


6. SOURCE PARAMETERS OF THE 2005 ZARAND EARTHQUAKE IN KERMAN PROVINCE


7. SELECTION OF GROUND MOTION PREDICTION EQUATIONS FOR SEISMIC HAZARD ANALYSES IN MAKRAN REGION, IRAN


8. ESTIMATION OF THE QUALITY FACTOR AND SOURCE PARAMETERS OF WEST OF IRAN FROM ACCELERATION SPECTRA OF THE TAZEHABADKERMANSHAH EARTHQUAKE 2018


9. ASSESSMENT OF FINITE FAULT PLANE GEOMETRY IN MEGATHRUST EARTHQUAKE


10. ASSESSMENT OF NGA IN CONSIDERATION OF UNCERTAINTY RELATED TO FAULT RUPTURE MODEL PARAMETERS


11. EFFECTS OF SECONDARY STATIC STRESS TRIGGERING ON THE SPATIAL DISTRIBUTION OF AFTERSHOCKS, A CASE STUDY, 2003 BAM EARTHQUAKE (SE IRAN)


12. GEODETIC-BASED AND GEOLOGICAL-BASED EARTHQUAKE RATES


13. EVALUATING THE SENSITIVITY OF ANALYZING THE SEISMIC HAZARD TO THE TYPE OF EMPIRICALATTENUATION RELATIONSHIPS


14. SYNTHETIC STOCHASTIC EARTHQUAKE SCENARIO PREDICTIVE MODEL, CASE STUDY: THE IRANIAN PLATEAU SEQUENCES


15. تحلیل خطر لرزه ای در گستره شهرهای اهواز و بهبهان با استفاده از روش های آماری، قطعی و احتمالاتی


16. SEISMIC HAZARD ASSESSMENT OF SHAHR-E KORD IRAN


17. PEAK GROUND ACCELERATIONPREDICTION FOR CRITICAL AFTERSHOCKS


18. SEISMOTECTONIC AND CRUSTAL STRUCTURE IN THE CENTRAL IRAN


19. DELINEATE OF POTENTIAL SEISMIC SOURCES FOR SEISMIC HAZARD ASSESSMENT; CASE STUDY: SÉTIF REGION-EASTERN ALGERIA


20. کاربرد شبیه سازی مونت کارلو در ارزیابی خطر لرزه ای منطقه لنگرود تخمین زمین لرزه های سناریو


21. AFTERSHOCK PROBABILISTIC SEISMIC HAZARD ANALYSIS OF THE SARPOL-E ZAHAB EARTHQUAKE OF NOVEMBER12,2017


22. 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)


23. STUDYING THE EFFECT OF UNCERTAINTY OF SHEAR WAVE VELOCITY AND STANDARD PENETRATION TEST ON UNIFORM HAZARD SPECTRUM


24. SEISMOTECTONICS OF SAYDOON DAM SITES IN THE IZEH FAULT ZONE,SW OF IRAN


25. SPATIAL STATISTICS AND POINT PATTERN ANALYSIS OF EARTHQUAKE DISRIBUTION IN THE ZAGROS REGION(IRAN)


26. STATISTICALANALYSIS OF THE INTER-EVENT TIME AND DISTANCE DISTRIBUTION OF LARGE EARTHQUAKES IN IRAN


27. THE NECESSITY OF REVIEWING THE MAP ACTIVE FAULTS OF TEHRAN


28. ACTIVE TECTONIC ANALYSIS OF AVAJ-ABEGARM AREA (NW IRAN)


29. THE SEISMOTECTONICS OF THE WESTERN AND SOUTHERN MARGINS OF LUT BLOCK,CENTRAL IRAN


30. SEISMIC GROUND DEFORMATION MAPPING FOR THE 2017 MW6.1 MAINSHOCK OF SEFIDSANG-NE IRAN EARTHQUAKE USING SENTINEL-1A INTERFEROMETRY


31. THE KINEMATIC ANALYSIS AND EVOLUTION OF THE STRESS FIELDS IN THE ZAGROS FORELAND FOLDED BELT, FARS SALIENT, IRAN


32. MICROSTRUCTURE AND DEFORMATION TEMPURATURE CONDITION OF ALIABAD DAMAGH MYLONITIC GRANITE


33. POLYPHASE INVERSION TECTONICS IN WESTERN ALBORZ


34. ACTIVE DEFORMATION OF MAKRAN (SOUTHEAST IRAN) USING ONTINUOUS GPS MEASUREMENTS


35. THE WEIGHTED RMS STACKING TO RETRIEVE EMPIRICAL GREEN S FUNCTIONS FROM AMBIENT SEISMIC NOISE


36. CLUSTERING OF EARTHQUAKE RECORDS BY A HYBRID OPPOSITION-SWITCHING SEARCH


37. EVALUATION OF TECTONIC STRESS IN THE MAKRAN ZONE


38. STUDY OF KINEMATIC PARAMETERS OF EARTHQUAKES IN THE ZAGROS REGION


39. MONITORING OF VELOCITY CHANGES NOVEMBER 12th, 2017 EARTHQUAKE, SARPOL-E ZAHAB WITH MOVING WINDOW CROSS SPECTRAL TECHNIQUE


40. GENETIC ALGORITHMS IN TSUNAMI STUDIES


41. WAVELET ANALYSIS FOR TIDAL GAUGES INCLUDING TSUNAMI DATA


42. مکان یابی ایستگاه های لرزه نگاری با رویکرد تصمیم گیری با معیارهای چندگانه


43. شناسایی پس لرزه ها در زمین لرزه های 2017 هجدک با استفاده از پارامترهای لرزه خیزی


44. MAGNETIC FIELD OBSERVATIONS FOR THE 11 NOVEMBER 2016 MW = 6.1 JAPAN, EARTHQUAKE


45. A CASE STUDY OF SEISMIC ASSESSMENT OF BURIED PIPELINES


46. SEISMIC DISPLACEMENT OF COHESIVE FRICTIONAL SLOPES USING NEWMARK’S METHOD


47. تحلیل شکست توده های سنگی ترکدار تحت بار فشار-برشی


48. NUMERICAL STUDY OF EFFECTS OF SUPERSTRUCTURE ON DYNAMIC RESPONSE OF A 3×3 PILE GROUP


49. DETERMINATION OF SEISMIC BEARING CAPACITY AND FAILURE MECHANISMS FOR SHALLOWS PLACED ADJACENT TO SLOPES


50. DETERMINATION OF SEISMIC BEARING CAPACITY FACTOR NYE USING MODIFIED PSEUDO-DYNAMIC METHOD


51. تحلیل دینامیکی لوله های مدفون تحت اثر بار انفجار با روش دیفرانسیل کوادرچر


52. ANALYSIS OF SOIL-NAILED WALLS USING A PSEUDO-DYNAMIC APPROACH, CONSIDERING THE EFFECT OF NAILS


53. RELIABILITY ANALYSIS OF SEISMIC STABILITY OF UNSATURATED SOLDIER-PILED EXCAVATION


54. SEISMIC PERFORMANCE OF DEEP EXCAVATIONS RESTRAINED BY ANCHORAGE SYSTEM USING QUASI STATIC APPROACH


55. THE RELIABILITY OF THE FOUNDATION SEISMIC DESIGN USING IRANIAN NATIONAL BUILDING CODE


56. FUZZY RELIABILITY ANALYSIS OF SHEET PILE WALL SEISMIC DESIGN


57. اثر سربار اعمالی بر رفتار لرزه ای دیوارهای وزنی پشت شکسته


58. SEISMIC EFFECTIVE-STRESS ANALYSIS OF CAISSON QUAY WALL WITH LIQUEFIABLE BACKFILL


59. NUMERICAL EVALUATION OF SEISMIC BEHAVIOR OF RUBBLE MOUND BREAKWATER RESTED ON LIQUEFIABLE SEABED SOIL LAYER


60. EFFECT OF LIQUEFIABLE BACKFILL SOIL ON DYNAMIC PERFORMANCE OF ANCHORED DIAPHRAGM WALLS – A NUMERICAL STUDY


61. EVALUATION OF SEISMIC FRAGILITY CURVE OF A TYPICAL EMBANKMENT DAM


62. آنالیز پاسخ لرزه ای دیوار خاک مسلح


63. SITE RESPONSE VARIATIONS BY GROUND IMPROVEMENT


64. بررسی تاثیر زلزله آبان ماه 1396 سرپل ذهاب بر سد تنظیمی هیروی با استفاده از داده های ابزاردقیق


65. LIQUEFACTION POTENTIAL HAZARD IN GHAZAN CHAY DAM SOIL LAYERS USING STANDARD PENETRATION TEST RESULTS


66. EFFECTS OF STONE COLUMNS ON IMPROVEMENT OF LIQUEFIABLE SOIL LAYERS


67. PSEUDO-STATIC SLOPE STABILITY ANALYSIS BY RANDOM FINITE ELEMENT METHOD


68. INTERACTION OF UNDERGROUND TUNNEL AND EXISTING SHALLOW FOUNDATIONS AFFECTED BY NORMAL FAULTS


69. BEHAVIOR OF EARTH DAMS DUE TO DOWNSAMPLING-BASED RECORDS


70. PSEUDO-STATIC RELIABILITY STABILITY ANALYSIS OF INFINITE SLOPE WITH TRIANGLE WEDGE FAILURE


71. بررسی تاثیر تغییرات وزن و عمق مدفون شدگی فونداسیون بر تغییر مکان جانبی سازه در سیستم اندرکنش خاک - سازه


72. SOME CONTRIBUTION TO RATIONAL DESIGN OF PILED RAFT FOUNDATION FOR OIL STORAGE TANKS ON NON-LIQUEFIABLE GROUND: APPLICATION OF DYNAMIC CENTRIFUGE MODELING


73. استفاده از جداسازهای ژئوسنتتیکی به منظور کاهش پاسخ لرزه ای مدفن های زباله


74. ATTENUATION OF SEISMIC AMPLIFICATION ON TUNNEL BY USING METASOIL


75. محاسبات پیشرو روش HVSR تحت رویکرد میدان پخشی و وارون سازی پروفیل سرعت موج برشی در ایستگاهی واقع درشهر تهران


76. PROBABILISTIC OUTPUT-ONLY IDENTIFICATION OF SOIL-STRUCTURE SYSTEMS USING SHEAR BEAM MODEL


77. EVALUATION OF SEISMIC BEHAVIOR OF SITE IN PRESENCE OF TALL AND MASSIVE STRUCTURES ON SOFT SOIL UNDER HIGH FREQUENCY EARTHQUAKE


78. THE FUNDAMENTAL PERIOD OF FOUR-LAYER SOIL DEPOSITS


79. THE EFFECT OF INHOMOGENEITY ON SEISMIC SOIL DEPOSIT RESPONSE: A REVIEW


80. HALF-SPACE GREEN’S FUNCTION FOR LAMB’S PROBLEM


81. اثرات لرزه ای غیرخطی ساختگاه در توپوگرافی های پرشده آبرفتی متخلخل اشباع


82. COMPARISON THE EFFECTS OF ELASTIC AND INELASTIC DAMPING RATIO OF EQUIVALENT REPLACEMENT OSCILLATORS TO ANALYZE SOIL-STRUCTURE SYSTEMS


83. SEISMIC BEHAVIOR OF HIGH-RISE STEEL BUILDING ON PILE GROUPS ACOUNTING FOR SOIL-STRUCTURE INTERACTION EFFECTS ON SOFT SOIL


84. ارزیابی پاسخ لرزه ای ساختمانها با در نظر گرفتن اندرکنش دینامیکی خاک و سازه با لایه بندی متفاوت خاک


85. EVALUATING THE INTERACTION BETWEEN MULTIPLE IRREGULAR TOPOGRAPHIES DURING EARTHQUAKES


86. اثر اندرکنش خاک و سازه بر روی عملکرد لرزه ای سیستم دوگانه قاب و دیوار بتن آرمه


87. بررسی دو بعدی اثرات ساختگاه در پاسخ لرزه ای گودها و ساختمان های مجاور


88. INVESTIGATING THE TOPOGRAPHICAL EFFECT ON SEISMIC RESPONSE OF MUNICIPAL SOLID WASTE LANDFILLS (A NUMERICAL STUDY)


89. IDENTIFICATION OF 3D LATERAL VARIATIONS IN PSEUDO-3D MEDIUM USING SURFACE WAVE


90. SIMULATION FOR LARGE DEFORMATION IN GEOMATERIALS WITH MOLECULAR DYNAMICS APPROACH


91. EXPERIMENTAL STUDY OF SOIL-STRUCTURE INTERACTION ON THE IMPROVED GROUND BY MICROPILES USING SHAKING TABLE


92. مدل سازی سانتریفیوژی روند توسعه گسلش شیب لغز در ماسه خشک و مرطوب با استفاده از مخزن گسلش جدید


93. DYNAMIC RESPONSE OF 2×2 PILE GROUPS TO SOIL LIQUEFACTION IN INCLINED BASE LAYER: 1G SHAKE TABLE TESTS


94. تاثیر بار سیکلیک چرخ خودرو بر شیارافتادگی راه های شوسه با بستر مسلح شده با ژئوسل


95. COMPARING THE LIQUEFACTION BEHAVIOR OF CARBONATE AND SILICATE SANDS BY ENERGY APPROACH


96. PERCEPTION AND COMMUNICATION OF SEIEMIC RISK


97. EXPLAINING SUSTAINABILITY CRITERIA IN POST-DISASTER TEMPORARY HOUSING


98. AN INVESTIGATION OF USING LIFE DETECTION QUADCOPTERS IN EARTHQUAKES: THE CASE STUDY OF IRAN


99. NATURAL DISASTER MANAGEMENT OPEN ACCESS REPOSITORY IN IRAN (NDM-OAR): THE IMPORTANCE AND NECESSITY OF A FEASIBILITY STUDY


100. مکان یابی مرکز فرماندهی مدیریت بحران زلزله (E.O.C) با استفاده از منطق فازی (مطالعه موردی: منطقه 5 شهرداری تهران)


101. QUESTIONNAIRE-BASED QUANTIFICATION OF SEISMIC RESILIENCE IN IRANIAN HOSPITAL


102. تبیین معیارهای مسکن موقت پس از زلزله بر مبنای تحلیل پارامترهای نظام انسانی در استقرار فضایی


103. SUSTAINABLE DISASTER RISK REDUCTION THROUGH RISK SENSITIVE LAND USE PLANNING


104. BASIC METHOD TO CLASSIFY SPATIAL DISTRIBUTION OF SITE FACTOR USING SINGLE MICROTREMOR IN ASHGABAT, TURKMENISTAN


105. ارزیابی میراگرهای فلزی منحنی شکل بر بهبود عملکرد لرزه ای قاب های فولادی


106. STRUCTURAL SEISMIC ASSESSMENT OF THE KASHAN HISTORICAL BAZAAR CONSIDERING THE SOIL-STRUCTURE INTERACTION


107. FINDING THE EFFECTIVE PHILOSOPHY FOR SEISMIC REHABILITATION OF CYLINDRICAL MASONRY TOWERS, CASE STUDY: TUGHRUL TOWER


108. DEVELOPMENT OF NEW BIM STANDARDS FOR CONSTRUCTION PROJECTS


109. SEISMIC PERFORMANCE OF MOMENT-RESISTING STEEL STRUCTURES WITH SLIT-FRICTION HYBRID DAMPER


110. بررسی ضریب کاهش مقاومت تسلیم بواسطه شکل پذیری برای زلزله های حوزه نزدیک و دور از گسل


111. EVALUATING A RIGID SEISMIC CONNECTION TO THE MINOR AXIS OF DOUBLE I-SHAPED COLUMNS USING SIDE PLATES


112. DIRECT PERFORMANCE-BASED SEISMIC DESIGN OF A STRONG-BACK BRACING SYSTEM BY USING YIELD FREQUENCY SPECTRA METHOD


113. تعیین شتاب بیشینه زمین طراحی بر مبنای رویکرد ریسک-محور برای شهرهای بندری مهم جنوب ایران


114. شبیه سازی فروپاشی ناشی از زمین لرزه در ساختمان های بسیار بلند با هسته مرکزی لوله قابی و ابرمهاربندها


115. EVALUATION OF SEISMIC DESIGN APPROACH ON RC/MR BUILDING USING DIFFERENT PROBABILISTIC METHODS


116. ارزیابی عملکرد لرزه ای و تغییر مکان نسبی در سیستم های نمای شیشه ای


117. بررسی لرزه ای اتصال پین فیوز پیچی اصطکاکی در قاب خمشی (pin-fuse SBC) و مقایسه آن با اتصال تیربه ستون متداول


118. مروری بر به کارگیری سبکدانه در بتن خودترمیم با باکتری از دیدگاه سازه ای


119. ارزیابی لرزه ای ساختمان های نامنظم در ارتفاع دارای دیوار برشی فولادی


120. مقایسه ی رفتار غیرخطی ساختمان های طراحی شده با دو روش نیرویی و تغییرمکانی


121. بررسی تاثیر اجرای ضوابط تجویزی آئین نامه ای در ایجاد مودهای خرابی ساختمان های بنایی کلاف دار در زلزله ازگله کرمانشاه


122. بررسی عملکرد دیوارهای بنایی غیرمسلح در زلزله سرپل ذهاب


123. EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF STEEL BEAM TO BOX-COLUMN MOMENT RESISTING CONNECTIONS WITH DIFFERENT COLUMN STIFFENERS


124. INTRODUCING AN INNOVATIVE CONNECTION WITH TUBULAR FLANGE SECTION


125. NEIGHBOUR MARTIX FOR OPTIMAL SEISMIC DESIGN OF RC FRAMES FOR MINIMUM TOTAL LIFE-CYCLE COST


126. SEISMIC BEHAVIOUR FACTOR FOR UNREINFORCED CONCRETE BLOCK MASONRY WALLS


127. DEVELOPMENT OF FRICTION-SLIP JOINT FOR MOMENT FRAMES WITH CONTINUOUS BEAMS


128. AN INTRODUCTION TO SUSTAINABLE SEISMIC DESIGN


129. INNOVATIONS IN SUSTAINABLE SEISMIC DESIGN


130. BIOINSPIRATION AND ANALYSIS OF MULTILEVEL ROCKING CORES


131. IMPACT OF LOAD COMBINATIONS ON RELIABILITY OF STEEL BEAMS ACCORDING TO IRANIAN STRUCTURAL STEEL CODE


132. طراحی لرزه ای مبتنی بر تغییرمکان قاب های خمشی بتن آرمه با در نظر گرفتن اثر اندرکنش خاک و سازه


133. ارزیابی ضریب نامعینی بر روی سازه های فولادی دارای سیستم مقاوم جانبی مهاربند واگرا


134. NUMERICAL STUDY ON THE SEISMIC BEHAVIOUR OF A NEW REDUCED BEAM SECTION CONNECTION BY DRILLED HOLES ON THE BEAM FLANGE


135. بررسی و ارزیابی کارآمدی عملکرد قاب مهاربندی هم محور فولادی در تحقق سطح عملکردی قابلیت استفاده بیوقفه به روش استاتیکی خطی و غیرخطی


136. بررسی و ارزیابی کارآمدی ضریب اهمیت در تحقق سطوح عملکردی در ساختمان های فولادی با سیستم مهاربندی واگرا (EBF) به روش استاتیکی خطی


137. INVESTIGATION OF FORWARD DIRECTIVITY EFFECT ON THE DUCTILITY DEMAND AND REDUCTION FACTOR OF PBPD EBF FRAMES


138. EVALUATION OF THE METHODS FOR CALIBRATION OF OPTIMAL LOAD AND RESISTANCE FACTORS BASED ON STRUCTURAL RELIABILITY THEORY


139. DESIGN OF MASSIVE RESIDENTIAL BUILDINGS WITH THE APPROACH OF LEXIBLE SPACES FOR POST-EARTHQUAKE SETTLEMENT: CASE STUDY KERMANSHAH CITY


140. ENERGY-BASED DESIGN OF KNEE-ELEMENT CONNECTION FRAMES (KCFS) IN PIPE RACKS


141. DESIGN AND IMPLEMENTATION OF IOTA BASED NETWORK WITH ACCELERATION SENSORS FOR STRUCTURAL HEALTH MONITORING


142. ONLINE MODAL IDENTIFICATION OF STRUCTURES BY NATURAL GRADIENT ALGORITHM


143. EXPERIMENTAL DETERMINATION OF THE NATURAL FREQUENCY OF VIBRATION OF ST. STEPHANOS CHURCH USING AMBIENT VIBRATIONS


144. THE EFFECT OF USING ADDITIONAL ISOLATED UPPER FLOOR ON THE PERFORMANCE POINT OF R.C. FRAME STRUCTURES IN ARMENIA


145. THE EFFECT OF SITE SOIL ON SEISMIC PERFORMANCE OF STEEL DAMPED STRUCTURE AT CLOSE DISTANCE OF ACTIVE FAULT


146. توسعه منحنی های شکنندگی ساختمان های نامتقارن بتن آرمه مجهز به میراگر ویسکوز


147. بررسی اثر مولفه قائم در ساختمان های بتنی با نامنظمی جرمی و سختی


148. بررسی زلزله های حوزه نزدیک بر پاسخ لرزه ای سازه های فولادی با مهاربندی واگرا با نامنظمی جرمی


149. NONLINEAR ADAPTIVE CONTROL OF BUILDING STRUCTURES WITH ELASTOPLASTIC BEHAVIOR OF ELEMENTS UNDER SEISMIC MOTION


150. SEISMIC RESPONSE CONTROL BY ORB-BOWL (OB) TMD SYSTEM


151. PERFORMANCE OF OPTIMUM FRICTION TUNED MASS DAMPER CONNECTED TO MULTI-DEGREE OF FREEDOM STRUCTURES


152. THE VERIFICATION OF VISCO-PLASTIC DAMPER


153. ارتقاء عملکرد لرزه ای قاب خمشی فولادی در برابر زلزله نزدیک گسل پالس گونه به کمک میراگر تسلیم شونده U شکل


154. SEISMIC PERFORMANCE OF FACADE MASS ISOLATION SYSTEM IN TALL BUILDINGS


155. VIBRATION CONTROL OF SEISMIC STRUCTURES USING FACADE MASS ISOLATION MODEL


156. SEISMIC PERFORMANCE ASSESSMENT OF OPTIMALLY DESIGNED BASE ISOLATION SYSTEM UNDER MAINSHOCK-AFTERSHOCK SEQUENCES


157. ارائه یک مدل بهبود یافته خود – تنظیم شونده، برای میراگرهای سیال تنظیمی (TLD) جهت کاهش پاسخ لرزه ای سازه ها


158. EVALUATION OF THE SEISMIC BEHAVIOR OF BASE-ISOLATED BUILDINGS SUBJECTED TO DIFFERENT TYPES OF GROUND MOTIONS WITH DIFFERENT COMPONENTS


159. مکان یابی بهینه محرک های هیدرولیکی فعال ، بر پایه روش بهینه سازی چند هدفه مسابقه طناب کشی ،برای کنترل رفتار لرزه ای پل بزرگراه


160. بررسی عملکرد میراگر مایع تنظیم شده با پره ثابت بر پاسخ ساختمان معیار پنج طبقه تحت زلزله حوزه دور و نزدیک


161. VISCOELASTIC CONNECTION: AN EFFICIENT TOOL FOR RANDOM SEISMIC POUNDING MITIGATION


162. EFFECTS OF ADAS DAMPERS ON PLASTIC HINGE ROTATION OF DUAL STEEL FRAMES SUBJECTED TO NEAR-FIELD AND FAR-FIELD EARTHQUAKES


163. ADAPTIVE CURVED SURFACE SLIDER FOR IMPROVED SEISMIC PROTECTION


164. مطالعه موردی سازه پروژه بیمارستان آتیه غرب 2 مجهز به سیستم میرایی اصطکاکی – دورانی


165. EVALUATING THE SPECTRAL ACCELERATION AMPLIFICATION EFFECTS ON THE SEISMIC RESPONSE OF ELEVATED STEEL WATER TANKS


166. DETAILED COLLAPSE BEHAVIOR OF STEEL HIGH-RISE BUILDINGS WITH DUAL LATERAL LOAD RESISTING SYSTEM


167. مدل تحلیلی رفتار هیسترتیک اتصال تیر به ستون پیش ساخته ی بتنی گروتی- تزریقی


168. TORSIONAL RESPONSE OF SHORT SPAN TRUSS TYPE DECK SUSPENSION BRIDGES UNDER CLOSED FORM APPROXIMATION OF PULSE TYPE GROUND MOTIONS


169. SEISMIC FRAGILITY ASSESSMENT OF DAMAGED RC FRAME UNDER CONSECUTIVE EXCITATIONS


170. PERFORMANCE ASSESSMENT OF SEISMICALLY-DESIGNED STEEL MOMENT RESISTING FRAMES AGAINST NUMERICAL SIMULATED OF BLAST WAVE


171. THE INFLUENCE OF GEOMETRIC CHARACTERISTICS ON THE PERFORMANCE OF STEEL SHEAR WALL


172. THE EFFECT OF STRUCTURAL SYSTEM ON SELECTION OF INPUT GROUND MOTIONS FOR PERFORMANCE BASED SEISMIC DESIGN


173. COMPARISON OF SEISMIC STRUCTURAL RESPONSES IN DIFFERENT STORIES VIA FUZZY CLUSTERING


174. ارائه روشی جدید جهت برآورد طیف انرژی هیسترتیک با لحاظ نمودن اثرات نوع خاک


175. STUDY ON RESPONSE OF CSPSW AND SPSW TO NONLINEAR EXCITATIONS


176. ELIMINATING THE COUPLING BEAMS OF UPPER STORIES IN TORSIONAL IRREGULAR MID-RISE RC-COUPLED SHEAR WALL STRUCTURES


177. بررسی به مقیاس در آوردن دوگانه شتاب نگاشت ها برای تحلیل تاریخچه زمانی در سازه های قاب خمشی فولادی


178. NEUTRAL AXIS LENGTH VARIATION OF SELF-CENTERED RC SHEAR WALL UNDER LATERAL NONLINEAR STATIC LOAD


179. ارزیابی پارامترهای موثر بر رفتار لرزه ای پل های قوسی بتن آرمه


180. SPECTRAL ACCELERATION AMPLIFICATION EFFECTS ON THE DUCTILITY DEMAND OF SELF-STANDING R.C. CHIMNEYS


181. EQUIVALENT SDOF MODELS FOR PROBABILISTIC PERFORMANCE ASSESSMENT OF MULTISTORY BUILDINGS: METHODOLOGY AND APPLICATION FOR STEEL SPECIAL MOMENT FRAMES


182. SITE-SPECIFIC RESPONSE ANALYSIS VERSUS IMPLEMENTING THE MEAN SHEAR WAVE VELOCITY WITHIN PSHA


183. SEISMIC FRAGILITY ANALYSIS OF MULTI-STORY RC SHEAR WALL-FRAME SYSTEM FOR ASSESMENT OF GLOBAL BEHAVIOR


184. بررسی رفتار لرزه ای قاب فولادی واگرا با فیوز قائم ورقه ای با حالت سینوسی و ذوزنقه ای در ضخامت های مختل


185. THE APPLICATION OF THE FORCE ANALOGY METHOD (FAM) IN PUSHOVER ANALYSIS FOR STEEL MOMENT RESISTING FRAMES


186. ESTIMATION OF MULTIPLE STRIP ANALYSIS CURVE USING IDEALIZED TRILINEAR MODAL PUSHOVER ANALYSIS CURVE


187. STABILITY ANALYSIS OF ARCH DAM ABUTMENTS DUE TO VERTICAL SEISMIC EXCITATIONS


188. PERFORMANCE LEVEL OF ECCENTRIC STRUCTURES DUE TO TORSION AND SOIL-STRUCTURE INTERACTION


189. ارزیابی حاشیه ایمنی فروریزش قابهای خمشی فولادی با نامنظمی جرمی در ارتفاع


190. PERFORMANCE EVALUATION OF RC BEAM-COLUMN CONNECTIONS USING STRUT AND TIE METHOD


191. PARAMETRIC FINITE ELEMENT EVALUATION OF RC BEAM-COLUMN JOINTS


192. منحنی شکنندگی پل های بزرگراهی چند دهانه با در نظر گرفتن پارامترهای خسارت چندگانه


193. مدل تحلیلی برای شبیه سازی رفتار گهواره ای پایه پل تاب آور مرکزگرا


194. A NEURAL NETWORK-BASED METHOD FOR PREDICTING SEISMIC RESPONSE OF STRUCTURES


195. تاثیر موقعیت قرارگیری ساختگاه بر روی پاسخ لرزه ای سیستم های تک درجه آزاد فولادی


196. ANALYTICAL MODELING OF CAP BEAM-COLUMN JOINTS IN ORDINARY RC MULTI-COLUMN BRIDGE BENTS IN IRAN


197. ارزیابی همبستگی پارامترهای جنبش نیرومند زمین در زلزله های دور ازگسل و پاسخ سازه های قاب خمشی فولادی


198. DELIBERATION THE EFFECT OF ROCKING MOTION AND PLACEMENT OF BRACE FRAMES IN IMPROVING SEISMIC PERFORMANCE OF STEEL BRACED BUILDINGS


199. COMPARISON OF PERFORMANCE OF MID HEIGHT STEEL BRACED ROCKING BUILDINGS WITH LOW RISE BUILDINGS


200. NUMERICAL STUDY AND NONLINEAR MODEL OF THE EFFECT OF GUSSET-REINFORCED STIFFENER ON THE STEEL PLATE SHEAR WALLS WITH OPENINT


201. SEISMIC ASSESSMENT OF OIL RESERVOIR USING NUMERICAL FEM AND ANALYTICAL FORMULATION OF DESIGN STANDARDS


202. THE EFFECT OF THE DISPROPORTIONATE EFFECTIVE MOMENT OF INERTIA CAUSED BY CRACKS ON THE SEISMIC RESPONSE OF THE CONCRETE BUILDING


203. COMPARISON OF THE SEISMIC BEHAVIOUR OF 1-STORY AND 8-STORY UNSTIFFENED STEEL PLATE SHEAR WALLS


204. محاسبه سختی جانبی قاب های خمشی بتن مسلح تحت اثر میانقاب ها و بازشوها


205. CYCLIC BEHAVIOR OF SANDWICH PANELS WITH PUR CORE AND GFRP, AND CONCRETE AS A SKIN


206. FINITE ELEMENT MODEL UPDATING OF A PRESTRESSED CONCRETE BEAM USING THE OPENSEES.NET SOFTWARE


207. ارزیابی تاب آوری لرزه ای قاب خمشی فولادی 9 طبقه مبتنی بر روش FEMA P-58


208. ESTIMATING THE DURATION EFFECTS IN STRUCTURAL RESPONSES BY A NEW ENERGY-CYCLE BASED PARAMETER


209. بررسی اثرات درزهای قائم روی رفتار لرزه ای سد بتنی قوسی تحت جنبش های متفاوت تکیه گاهی


210. بررسی آزمایشگاه پاسخ دینامیکی سازه یک درجه آزادی به همراه میراگر مایع تنظیم شده مجهز به بافل


211. مقایسه پاسخ های لرزه ای قابهای خمشی فولادی با و بدون هسته گهواره ای


212. اثر ورق تقویتی بال و نبشی جان در اتصال پس کشیده تیر فولادی به ستون مرکب


213. بررسی عملکرد لرزه ای قابهای بتن مسلح مقاوم سازی شده با سیستم مهاربند واگرا


214. استفاده از لینک برشی تعویض پذیر در قابهای فولادی به عنوان سیستم باربر جانبی


215. INFLUENCE OF RUBBER GRANULES CONTENT ON THE ISOLATION RESPONSE OF AN IN-FILLED BARRIER WALL


216. A NEW PURE BENDING YIELDING DAMPER FOR SEISMIC APPLICATIONS


217. ارزیابی عملکرد لرزه ای سازه های فولادی مجهز به میراگرهای فلزی منحنی شکل


218. EFEECT OF BEAM DEPTH REDUCTION AT THE JOINT OF RC STRUCTURES AND STRENGTHENING USING FRP SHEETS


219. PRIORITIZED SLIP LOAD OPTIMIZATION OF DAMPED-BASED STRUCTURES


220. SEISMIC RETROFIT OF DEFECTIVE EXTERIOR RC CEILING-COLUMN


221. ANALYTICAL INVESTIGATION ON THE SMA-BASED RETROFITTING OF SUBSTANDARD RC FRAMES


222. آنالیز و طراحی میراگر اصطکاکی با لنت ترمز بتنی و ارائه روش طراحی در ساختمان های میان مرتبه مجهز به آن


223. THE SIDE-EFFECTS OF RETROFITTING RC FRAMES WITH STEEL X-BRACES


224. STRENGTHENING JOINTS OF RC FRAMES WITH STIFFENED STEEL PLATES


225. بررسی تحلیلی عملکرد لرزه ای دیوارهای مصالح بنایی غیرمسلح تقویت شده با استفاده از تسمه های فولادی قطری


226. APPLICATION OF STEEL BRACED STRUCTURES WITH CONTROLLED ROCKING SYSTEM IN SEISMIC RETROFITTING OF BUILDINGS, CASE STUDY OF A UNIVERSITY BUILDING


227. EFFECT OF FRP-STRENGTHENING ON THE PERFORMANCE OF REAL-SCALE SHS BRACE


228. ارزیابی احتمال خرابی دیوارهای برشی و تیرها در سیستم های دوگانه قاب خمشی و دیوار برشی بتنی


229. بررسی رفتار لرزه ای دیوارهای بتن آرمه تقویت شده با ورق های FRP


230. بررسی پارامتریک دیوارهای بنایی مقاوم سازی شده با مصالح مرکب پایه سیمانی مهندسی شده


231. بررسی آزمایشگاهی رفتار برش درز ملات مصالح بنایی مقاوم سازی شده با مصالح مرکب پایه سیمانی مهندسی شده


232. EXPERIMENTAL INVESTIGATION OF BRICK MASONRY ARCHES (VAULT AND RIB COVER) BEHAVIOR UNREINFORCED AND REINFORCED BY C-FRP UNDER VERTICAL AND HORIZONTAL LOAD SIMULTANEOUSLY


233. EXPERIMENTAL INVESTIGATION OF T-STUB LINK-TO-COLUMN CONNECTIONS IN ECCENTRICALLY BRACED FRAME


234. MECHANICAL PROPERTIES OF COMPRESSED ADOBE BRICK


235. THE EFFECT OF VERTICAL EXCITATIONS ON THE COLLAPSE RISK ASSESSMENT OF RC FRAME-CORE WALL STRUCTURES


236. GROUND DISPLACEMENT AND BUILDING DAMAGE ESTIMATION OF THE 2017 KERMANSHAH EARTHQUAKE USING SAR REMOTE SENSING


237. COMPARISON OF SEISMIC PERFORMANCE OF SPECIAL CONCENTRIC BRACED FRAMES WITH BUCKLING-RESTRAINED BRACED FRAMES IN VIEW OF SEISMIC-INDUCED LOSSES


238. بررسی پاسخ ماندگار قاب های خمشی فولادی مجهز به میراگر اصطکاکی پال تحت اثر تحریکات لرزه ای


239. بررسی رفتار لرزه ای مخازن آب هوایی فولادی آسیب دیده در زلزله ازگله کرمانشاه (1396) با احتساب اندرکنش خاک– سازه


240. بررسی عملکرد لرزه ای قابهای میان پر مقاوم سازی شده توسط بتن پاششی


241. ارزیابی آسیب پذیری و تحلیل شکنندگی پل های بتنی مقاوم سازی شده با در نظرگیری مولفه قائم زلزله


242. SEISMIC FRAGILITY ANALYSIS OF HIGHWAY CURVED BRIDGES


243. MAINSHOCK INTENSITY EFFECTS ON SEISMIC FRAGILITY OF RC MRFS UNDER AFTERSHOCKS


244. VERIFYING THE CHOICE OF NUMERICAL MODEL OF A BUILDING BY IN SITU INVESTIGATION AFTER REALIZATION


245. بررسی و مقایسه در روند تخریب سازه آجری و بتنی با استفاده از انفجار


246. SEISMIC VULNERABILITY ASSESSMENT OF RC BRIDGE WITH UNEQUAL PIERS USING ENERGY-BASED DAMAGE INDEX


247. INEXPENSIVE DAMAGE DETECTION OF CABLE-STAYED BRIDGES USING SIGNAL PROCESSING AND MACHINE LEARNING


248. بررسی تحلیلی قاب های بتن مسلح میانپر مصالح بنایی تحت سطوح بارهای محوری مختلف


249. EVALUATION OF FEMA P-58 METHOD FOR ESTIMATING RESIDUAL DRIFT DEMANDS IN BUCKLING RESTRAINED BRACED FRAMES


250. ENERGY ABSORPTION AND INELASTICITY DISTRIBUTION MECHANISMS IN STEEL MOMENT FRAMES AFFECTED BY MAINSHOCK-AFERSHOCK SEQUENCES


251. توسعه تحلیل پوش اور مدال بهینه شده به منظور برآورد پاسخ لرزه ای قاب های خمشی فولادی در محدوده فروریزش


252. INTRODUCTION AND DISCUSSION OF POST-EARTHQUAKE QUICK INSPECTION METHOD FOR DAMAGED BUILDINGS IN JAPAN


253. COMPARISON OF THE EARTHQUAKE RESILIENCE OF ECCENTRICALLY AND CONCENTRICALLY BRACED FRAMES BUILDINGS


254. ارزیابی مشخصه های دینامیکی سازه ها با استفاده از تحلیل دینامیکی سازه ها


255. تاثیر حضور شمع های مسلح کننده خاک در پاسخ لرزه ای سطح زمین با استفاده از روش عددی


256. CODE 729 THE FIRST IRANIAN GUIDELINE FOR STRENGTH-BASED DESIGN OF NON-STRUCTURAL MASONRY WALLS: A VERIFICATION REPORT


257. پاسخ لرزه ای سازه های غیرخطی جداسازی شده تحت برخورد


258. AN INVESTIGATION ON THE EFFECT OF INFILL WALLS ON THE FUNDAMENTAL PERIOD OF MOMENT-RESISTING STEEL FRAMES WITH CONSIDERATION OF SOIL-STRUTURE INTERACTION


259. BUILDINGS DAMAGE DATA COLLECTION AFTER 2017SARPOL-E ZAHAB EARTHQUAKE


260. SOME LESSONS FROM THE SARPOL-E ZAHAB EARTHQUAKE OF NOVEMBER 2017


261. EVALUATING OF THE EARTHQUAKE HAZARD PARAMETERS WITHBAYESIAN METHOD FOR THE DIFFERENT SEISMIC SOURCEREGIONS OF THE NORTHERN IRAN


262. STRONG GROUND MOTION SIMULATION OF 2017 EARTHQUAKE IN KHORASAN-RAZAVI, IRAN


263. AN ANALYTIC METHOD TO ESTIMATE THE RESPONSE SPECTRUM OF THE SYNTHETIC RECORDS WITH EVOLUTIONARY SPECTRUM


264. THE BEST EARTHQUAKE REPORT TO ASSESS THE EARTHQUAKE MACROSEISMIC PARAMETERS


265. ANALYTICAL ASPECTS OF BI-NORMALIZED RESPONSE SPECTRA BASED ON GROUND VELOCITY AND DISPLACMENT TIME HISTORIES IN NEAR FAULT


266. ANALYSIS OF THE AFTERSHOCK SEQUENCES OF LARGE EARTHQUAKES IN IRAN


267. STRONG GROUND MOTION FROM THE NOVEMBER 12, 2017 MW 7.3 SARPOL-E ZAHAB EARTHQUAKE: ANALYSIS OF SOURCE AND SITE CONDITION


268. MOMENT MAGNITUDE ESTIMATION BASED ON ANDREWS (1986) METHOD IN FREQUENCY DOMAIN


269. THE USE OF IMPROVED RISK TARGETING APPROACH IN SEISMIC HAZARD ASSESSMENT OF MAKRAN REGION


270. SOURCE INVERSION OF M7.3 12 NOV. 2017 SARPOL-E ZAHAB EARTHQUAKE USING FUZZY INVERSION METHOD


271. AREAL EXCEEDANCE OF GROUND MOTION AS A CHARACTERISTIC OF MULTIPLE SITE SEISMIC HAZARD: SENSITIVITY ANALYSIS


272. RECENT FINDINGS IN SEISMIC HAZARD MODELS OF IRAN


273. EARTHQUAKE HAZARD IN KERMANSHAH AFTER A MAINSHOCK IN EZGELEH


274. CLUSTERING MICROTREMOR DATA WITH FUZZY GUSTAFSON KESSEL ALGORITHM


275. GEOPHYSICAL SURVEYS FOR GROUND MODELLING OF ASHGABAT CITY


276. INTERSEISMIC SLIP-RATE OF THE KUHBANAN-LAKAR KUH FAULTS SYSTEM:USING INSAR TECHNIQUE


277. INVESTIGATION OF ISOTROPY OF INTRA-EVENT RESIDUALS OF PGV AND PGD USING DIRECTIONAL SEMIVARIOGRAM


278. SEISMIC HAZARD ANALYZING AND EVALUATING IN ESFAHAN NUCLEAR SITE


279. MAGNITUDE SIMULATION USING THE GENERALIZED PARETO DISTRIBUTION


280. PREDICTED GROUND MOTIONS FOR MAKRAN SUBDUCTION INTERFACE BASED ON A STOCHASTIC FINITE-FAULT MODEL


281. A COMPREHENSIVE DEFORMATION MODEL OF MAKRAN REGION, FOR SEISMIC HAZARD STUDIES


282. THE MULTI-FAULT SURFACE RUPTURE OF HOJEDK EARTHQUAKE, DEC. 2017 IN KERMAN PROVINCE, SOUTHEAST IRAN, THE BEDDING SLIP OF YOUNG FOLD


283. ATTENUATION RELATIONSHIP FOR THE HORIZONTAL COMPONENT OF PEAK GROUND ACCELERATION (PGAH) USING GENE EXPRESSION PROGRAMMING (GEP)


284. PROPAGATION OF RIGHT-LATERAL STRIKE-SLIP DEFORMATION TOWARDS THE INTERNAL PART OF THE LURESTAN ZONE, ZAGROS BELT, WEST IRAN


285. SUPERSONIC CRACK PROPAGATION IN BRITTLE FRACTURE FAULT ZONE: CAN EXPLAIN KERMAN AND KERMANSHAH FAULTS?


286. CHARACTERIZING SURFACE RUPTURE IN THE 1990 RUDBAR EARTHQUAKE (IRAN) USING OPTICAL IMAGE CORRELATION


287. THE SEISMOTECTONICS OF CENTRAL ALBORZ


288. FRACTAL DISTRIBUTION OF EARTHQUAKE EPICENTER AND FAULTING IN THE SEPIDAR ANTICLINE, SW ZAGROS


289. IDENTIFICATION OF TECTONIC LINEATION USING AIRBORNE MAGNETIC DATA IN ALBORZ, IRAN


290. TECTONIC STUDIES AND EARTHQUAKE RISK BASED ON TECTONIC MORPHOLOGY STUDIES IN SAVEH RECTANGLE


291. MONITORING SEISMIC ACTIVITY IN DAMGHAN AND ADJACENT REGIONS BY A SMALL-APERTURE SEISMIC ARRAY


292. ARCHAEOSEISMOLOGY IN IRAN AND THE NEED FOR REVISITING HISTORICAL EARTHQUAKES CASE STUDY: M=7.9, 856 AD QUMIS EARTHQUAKE PROCLAIMED AS DEADLIEST EARTHQUAKE IN IRANIAN PLATEAU


293. A NEW METHOD FOR THE EXTRACTION OF SLIP DIRECTION AND TECTONIC EVOLUTION STUDY THROUGH PALEOSTRESS INVERSION


294. THE SHEAR WAVE VELOCITY STRUCTURE OF THE CENTRAL ALBORZ REGION USING COMBINATED METHOD OF AMBIENT NOISE CROSS-CORRELATIONS


295. SITE AMPLIFICATION EFFECTS ON INVERSION RESULTS (CASE STUDY: ZAGROS AND ALBORZ REGIONS)


296. ON MEASURING MISORIENTATION OF SEISMIC SENSORS USING AMBIENT NOISE DATA


297. S-WAVE QUALITY FACTOR TOMOGRAPHY IN NW IRAN


298. THE EARTHQUAKE DATASETS AND SERVICES MAINTAINED BY THE INTERNATIONAL SEISMOLOGICAL CENTRE (ISC)


299. DEVELOPMENT OF EARTHQUAKE OBSERVATION NETWORK IN AND AROUND ASHGABAT, TURKMENISTAN


300. SPECTRAL ANALYSIS OF 12 NOVEMBER 2017 AND 25 NOVEMBER 2018 EARTHQUAKES IN WESTERN IRAN


301. ACRUSTAL SCALE IMAGING ACROSS THE ARABIA-EURASIA COLLISION ZONE


302. CRUSTAL STRUCTURE OF IRAQ FROM TELESISMIC DATA


303. THE NORTH ZAGROS CRUSTAL STRUCTURE FROM TELESEISMIC REFLECTED P PHASE


304. SEISMIC ANISOTROPY IN WESTERN MAKRAN SUBDUCTION ZONE


305. 3D VELOCITY MODEL OF CRUST BENEATH THE ZAGROS COLLISION ZONE FROM AMBIENT NOISE TOMOGRAPHY


306. UPPER CRUSTAL SEISMIC ANISOTROPY IN THE SOUTHEASTERN TERMINATION OF THE ZAGROS MOUNTAINS AND QESHM ISLAND


307. GEOMETRY OF OCEANIC SLAB BENEATH THE WESTERN MAKRAN SUBDUCTION ZONE


308. INVESTIGATION OF SEISMOTECTONICS OF MAKRAN REGION USING LOCAL NETWORK DATA


309. HIGH RESOLUTION 3D VELOCITY MODEL FOR THE MAKRAN SUBDUCTION ZONE


310. TELESEISMIC VIRTUAL-SOURCE IMAGING OF THE NORTH ZAGROS CONTINENTAL COLLISION ZONE


311. MONITORING OF INDUCED SEISMICITY IN NORTHEAST BRITISH COLUMBIA, CANADA


312. JOINT ANALYSIS OF THE ALOS-2 AND SENTINEL-1A DATA ON THE 2017 SEFID SANG EARTHQUAKE, NORTHEASTERN IRAN


313. LONG-RANGE CORRELATIONS AND TRENDS BETWEEN CONSECUTIVE EARTHQUAKES


314. EARTHQUAKES PROBABILITY DENSITY MODEL IN COPULA METHODS IN EARTHQUAKES FORECASTING


315. DOUBLE DIFFERRENCE RELOCATION OF EARTHQUAKES IN KERMANSHAH REGION, WESTERN IRAN


316. THREE-DIMENSIONAL CODA WAVE ATTENUATION TOMOGRAPHY OF A VOLCANO: A CASE OF 1982–84 SEISMIC UNREST AT CAMPI FLEGREI CALDERA, SOUTHERN ITALY


317. ML SHEAR WAVE VELOCITY TOMOGRAPHY IN TURKISH PLATEAU


318. UPPER MATNLE STRUCTURES OF THE NW IRAN USING 3D TELESEISMIC TOMOGRAPHY


319. IMAGING STRUCTURE OF THE WESTERN MAKRAN SUBDUCTION ZONE BY RECEIVER FUNCTIONS ANALYSIS


320. UPPER MANTLE STRUCTURE BENEATH THE ZAGROS CONTINENTAL COLLISION ZONE AND SURROUNDING REGIONS FROM SEISMIC TOMOGRAPHY AND SHEAR-WAVE SPLITTING


321. UPPER-MANTLE SHEAR WAVE VELOCITY STRUCTURE OF THE NORTHERN ZAGROS FROM TELESEISMIC TOMOGRAPHY AND TRANSDIMENSIONAL JOINT INVERSION OF LONG AND SHORT PERIOD SEISMIC DATA


322. PATTERN OF SEISMICITY AROUND ZAGROS MAIN RECENT FAULT


323. INVESTIGATION OF MANTLE KINEMATICS BENEATH NW IRAN WITH THE COMPARISON OF TELESEISMIC DIRECT S WAVES AND SKS


324. ESTIMATION OF UNCERTAINTY FOR EARTHQUAKE SOURCE INVERSIONS


325. EMERGENCE OF DIRECT P-PHASE FROM SEISMIC AMBIENT NOISE IN DEHDASHT AREA


326. SEISMIC, THERMAL, AND GRAVITY MODELING OF THE IRANIAN LITHOSPHERE


327. INFERRING SHALLOW MANTLE TEMPERATURES UNDER IRANIAN PLATEAU FROM INVERSION OF SHEAR-WAVE VELOCITY MODEL


328. USING THE AIRBORNE GEOMAGNETIC DATA FOR RECOGNIZING THE CAUSATIVE FAULT OF THE 2013 GOHARAN EARTHQUAKE


329. IRAN STRONG MOTION NETWORK RENOVATION


330. CONSISTENCY OF IDC REVIEWED EVENT BULLETIN WITH OTHER GLOBAL AND NATIONAL SEISMIC BULLETINS IN THE IRANIAN PLATEAU


331. ANALYZING THE SEISMICITY OF THE AEGEAN EXTENSION REGION (WEST TURKEY)


332. ON THE SHALLOW DEPTH QUALITY FACTORS (QP, QS, QC) IN FARIMAN AREA USING AFTERSHOCKS OF MW6.0 EARTHQUAKE ON APRIL 05, 2017


333. THE DOUBLE DIFFERENCE RELOCATION OF AFTERSHOCK SEQUENCE OF 2017 EZGELEH EARTHQUAKE


334. THE FIRST VERY-SMALL-APERTURE SEISMIC ARRAY IN IRAN FOR MONITORING EARTHQUAKES AND VOLCANIC ACTIVITIES IN DAMAVAND REGION; A PRELUDE TO AN EARLY WARNING SYSTEMFOR METROPOLITAN TEHRAN


335. GEOMAGNETIC DATA AS A PRECURSOR OF THE SEPTEMBER 5, 2018 EARTHQUAKE IN JAPAN (MW= 6.6)


336. MAGNETIC FIELD OBSERVATIONS FOR THE 8 DECEMBER 2016 MW=6.0 CHINE EARTHQUAKE


337. GEOMAGNETIC ANOMALY ASSOCIATED WITH 2018 GREECE EARTHQUAKE


338. SHAKEMAPS OF SARPOL–E ZAHAB EARTHQUAKE


339. EARTHQUAKE EARLY WARNING FOR SARPOL-E ZAHAB EARTHQUAKE


340. NEW FREQUENCY-BASED REAL-TIME MAGNITUDE PROXY FOR EARTHQUAKE EARLY WARNING IN IRAN


341. RAPID ESTIMATION OF MAGNITUDE AND Δ FROM B-Δ METHOD FOR MOHAMMAD ABAD EARTHQUAKE


342. AN ASPECT OF ENVELOPE CURVE OF INITIAL P-WAVES FOR EARTHQUAKE EARLY WARNING SYSTEM


343. NUMERICAL STUDY OF SEISMIC BEHAVIOUR OF REINFORCED SOIL BRIDGE ABUTMENTS UNDER DIFFERENT GROUND MOTIONS


344. THE EFFECTS OF SUBSURFACE HOLES ON DYNAMIC RESPONSES OF EARTH DAM (CASE STUDY: TANG-E SORKH EARTH DAM)


345. COMPARISON OF SEISMIC DISPLACEMENT OF GRAVITY RETAINING WALL AND REINFORCED SOIL WALL ACCORDING TO PERFORMANCE BASE


346. PREDICTING STRAIN DEMAND HISTORIES IMPOSED ON BOX-SHAPED UNDERGROUND STRUCTURES IN SEISMIC EVENTS


347. APPLICATION OF MISE-A-LA-MASSE METHOD IN STUDY OF SUBSURFACE STRUCTURES OF QOM’S NEYZAR PLAIN


348. SEISMIC RESPONSE OF A LANDFILL COVER: A CASE STUDY OF NAZLOU LANDFILL IN URMIA


349. SEISMICALLY TRIGGERED LANDSLIDE POTENTIAL IN THE RESERVOIR OF GOTVAND DAM, IRAN


350. ANALYTICAL INVESTIGATION OF REVERSE FAULTING EFFECTS ON BURIED STEEL PIPELINES WITH NEW METHOD


351. EARTHQUAKE RESPONSE OF SLOPES UNDER MASSIVE LOADS


352. REVERSE FAULT RUPTURE MITIGATION MEASURES FOR CONTINUOUS SHALLOW TUNNELS


353. NUMERICAL STUDY AND REGRESSION MODEL FOR LATERAL SPREADING


354. NUMERICAL INVESTIGATION OF SURFACE FAULT RUPTURE HAZARD MITIGATION FOR SPREAD FOOTING


355. MODELS USED FOR SEISMIC SSI PROBLEMS: A REVIEW


356. SEISMIC SITE RESPONSE INDUCED BY A SEDIMENTARY BASIN: 1D AND 2D NUMERICAL ANALYSIS


357. BOUNDARY ELEMENT METHOD APPLIED TO SIMULATE THE SEISMIC RESPONSE OF SLOPE TOPOGRAPHIES ON UNDERGROUND CAVITIES FOR INCIDENT P, SV WAVES


358. GROUND RESPONSE SPECTRA INDUCED BY A LIQUEFIABLE SOIL LAYER AS NATURAL SEISMIC ISOLATION


359. EFFECTS OF GROUNDWATER LEVEL FLUCTUATION ON SUPERSTRUCTURE’S SEISMIC BEHAVIOUR IN DHAKA CITY


360. KINEMATIC SOIL-STRUCTURE INTERACTION EFFECTS ON INELASTIC SYSTEMS WITH EMBEDDED FOUNDATION


361. AN ANALYTICAL EVALUATION OF PILE-SOIL INTERACTION IN TWO-PHASE APPROACH


362. EFFECT OF SOIL-STRUCTURE INTERACTION ON THE SEISMIC RESPONSE OF BRIDGES UNDER MULTIPLE HAZARDS


363. PARAMETRIC STUDY OF SEISMIC SITE RESPONSE UNDER SHEAR WA VE VELOCITY VARIATION OF BEDROCK


364. SITE EFFECTS USING HVSR AND SSR TECHNIQUES IN RAMSAR CITY


365. ASSESSMENT OF SITE EFFECTS AND SOIL-STRUCTURE RESONANCE IN ALGIERS CENTER


366. EVALUATION OF SEISMIC BEHAVIOR OF STEEL STRUCTURES EQUIPPED WITH TADAS DAMPER WITH CONSIDERING THE SOIL - STRUCTURE INTERACTION


367. AN INVESTIGATION ON THE ACCURACY OF AVERAGING METHOD IN FOUNDATION INPUT MOTION PREDICTION OF 3D EMBEDDED FOUNDATIONS CONSIDERING INCOMPLETE WALL CONTACT TO SURROUNDING MEDIUM


368. EFFECT OF SOIL CHARACTERISTICS ON THE ROCKING OF FOUDATIONS


369. EFFECT OF HIGH-RISE STRUCTURE CHARACTERISTICS ON THE ROCKING OF FOUDATIONS


370. INVESTIGATING POLARIZATION OF RAYLEIGH WAVES IN SINGLE METHOD MEASUREMENTS BASED ON THE REVISED RAYDEC


371. CRITICAL DISTANCE BETWEEN ADJACENT MID-RISE AND HIGH-RISE STRUCTURES CONSIDERING STRUCTURE-SOIL-STRUCTURE INTERACTION EFFECTS


372. SIMPLIFIED METHOD FOR EVALUATION OF SOIL-STRUCTURE INTERACTION EFFECTS IN LIQUEFIABLE SOILS


373. SEISMIC DUCTILITY DEMANDS OF ROCKING STRUCTURES UNDER PULSE-LIKE GROUND MOTIONS


374. SEISMIC STRUCTURAL RESPONSE OF STEEL FRAMES CONSIDERING SOIL-FOUNDATION-STRUCTURE INTERACTION


375. THE EFFECT OF SOIL PARAMETERS ON THE RESPONSE OF STRUCTURES SUBJECTED TO MULTICOMPONENT EARTHQUAKE EXCITATION


376. EFFECT OF CYCLIC LOADING DIRECTION ON SANDY SLOPE LIQUEFACTION


377. SITE EFFECTS AT DASHT-E ZAHAB IN EZGELEH-SARPOL-E ZAHAB EARTHQUAKE


378. THE NECESSITY OF 2D/3D SITE EFFECT STUDIES IN BIG CITIES OF IRAN:PREMILINARY RESULTS OF TEHRAN EXPERIMENT


379. THE EFFICIENCY OF USING THREE COMPONENT ARRAY-BASED ELLIPTICITY METHODS FOR SITE CHARACTERIZATION


380. VERTICAL IMPEDANCE FUNCTION OF RIGID STRIP FOOTING OVER HETEROGENEOUS HALF-SPACE WITH INCREASING STRENGTH WITH DEPTH


381. DETAIL DESIGN AND CONSTRUCTION PROCEDURE OF A LARGE-SCALE ALUMINUM LAMINAR SHEAR BOX FOR 1G SHAKING TABLE TESTS


382. APPLICATION OF GENETIC ALGORITHM TO PREDICT DYNAMIC PARAMETERS OF GRANULAR AND COHESIVE SOILS


383. CENTRIFUGAL MODELING OF CONTINUOUS SHALLOW TUNNELS CROSSING ACTIVE REVERSE FAULTS


384. EFFECT OF FINES CONTENT AND PARTICLE DIAMETER RATIO ON SMALL STRAIN SHEAR MODULUS OF DENSE BINARY GRANULAR MIXTURES


385. LIQUEFACTION-INDUCED EXCESS PORE PRESSURE GENERATION UNDER FOUNDATION AND FREE-FIELD WITH DYNAMIC CENTRIFUGE MODELLING


386. DESIGN AND CONSTRUCTION OF LAMINAR BOX FOR GEOTECHNICAL CENTRIFUGE AT UNIVERSITY OF TEHRAN


387. PHYSICAL MODELING OF RESPONSE OF BURIED PIPE WITH CONSTRAINTS TO REVERSE FAULTING


388. THE EXTENT AND METHOD OF REFLECTION OF TEHRAN DEC. 20, 2017 (MALARD) EARTHQUAKE NEWS IN MEDIA


389. INVESTIGATING AWARENESS OF STUDENTS IN SARPOL-E ZAHAB AND MALARD ABOUT EARTHQUAKE AND SAFETY


390. APPLICATION OF AGENT-BASED SIMULATION IN EMERGENCY EVACUATION AND CASUALTY PREDICTION OF INDOOR SCENARIOS


391. STATISTICAL MODELING OF THE BEGINNING AND END OF RELIEF TIME BY RED CRESCENT IN EARTHQUAKES BETWEEN 1395 AND 1396: A SURVIVAL STUDY


392. THE UNCERTAINTY IN SEISMIC RISK ASSESSMENT IN NEAR-FAULT AREA


393. A REVIEW OF RISK AND VULNERABILITY OF NATIONAL BROADBAND SEISMIC NETWORK OF IRAN


394. NEED ASSESSMENT FOR EMERGENCY SUPPLY IN EVACUATION PLACES AFTER EARTHQUAKES


395. IMPROVING EARTHQUAKE DISASTER MANAGEMENT IN CHAIN SUPERMARKETS


396. DEVELOPING A BIM-SHM INTEGRATED SYSTEM FOR DISASTER RISK MANAGEMENT USING AUTO-REGRESSIVE MODEL


397. DEVELOPING A NEW MODEL FOR ESTIMATING THE NUMBER OF THE INJURED AFTER POTENTIAL EARTHQUAKES FOR IRAN


398. THE IMPACT OF DAMAGE FUNCTIONS USED TO DETERMINE THE CAT BONDS TRIGGER


399. POWER NETWORK SEISMIC RELIABILITY ANALYSIS BY SIMPLIFIED PARALLEL AND SERIES SYSTEMS CONCEPT


400. A QUANTITATIVE STUDY ON THE RESILIENCE OF HOSPITALS AND MEDICAL CENTERS (CASE STUDY OF MADANI HOSPITAL IN KARAJ)


401. SEISMIC FRAGILITY ASSESSMENT OF BRIDGES: A STATE OF ART REVIEW


402. PRESENTATION OF A NEW METHOD FOR ASSESSMENT DIRECT LOSSES FROM EARTHQUAKE IN IRAN


403. DEVELOPING AN EMPIRICAL FATALITY MODEL TO IMPLEMENT IN RAPID LOSS ASSESSMENT SYSTEM OF IRAN EARTHQUAKES (RAISE)


404. RAPID BUILDING DAMAGE MAPPING BY OPTICAL SATELLITE IMAGES


405. THE STUDY OF THE NARRATIVE OF THE LIVED EXPERIENCE OF THE GOVERNOR OF SARPOL-E ZAHAB DURING THE EARTHQUAKE


406. DECISION SUPPORT, RESILIENCE AND SUSTAINABLE RECONSTRUCTION OF HISTORICAL CITY CORES UNDER SEISMIC THREAT: THE HYPERION APPROACH


407. AN URBAN SEISMIC RISK AND RESILIENCE MODEL FOR ISFAHAN


408. RE-FRAMING EARTHQUAKE RESILIENCE BRIDGING THE GAP BETWEEN THEORY AND IMPLEMENTATION


409. EARTHQUAKE VULNERABILITY ASSESSMENT OF YAZD MOSQUE


410. THE RIGHT TO THE CITY & SAFE LIFE AND THE CHALLENGES OF THE LEGAL SYSTEM GOVERNING THE SAFETY OF BUILDINGS IN IRAN


411. SEISMIC PERFORMANCE EVALUATION OF CODE-DESIGNED GRANDSTAND STRUCTURE OF A ROOFLESS SPORT STADIUM


412. DISAMBIGUATION OF "IRANIAN CODE OF PRACTICE FOR SEISMIC RESISTANT DESIGN OF BUILDINGS" TEXT AND ITS NECESSITY


413. DISPLACEMENT-BASED APPROACH FOR SEISMIC DESIGN OF HIGHWAY BRIDGES ACCORDING TO NEW AASHTO GUIDE SPECIFICATIONS


414. IMPROVEMENT OF THE PERFORMANCE OF REDUCED-LEVEL STEEL BEAMS (RBS), BY A NEW TYPE OF STIFFENER, UNDER CYCLIC LOADING


415. EVALUATION OF SEISMIC BEHAVIOR OF STEEL FRAMES EQUIPPED WITH OFF CENTER BRACING AND EBF BRACING UNDER THE NEAR AND FAR FIELD EARTHQUAKES


416. EVALUATION OF SEISMIC BEHAVIOR OF STEEL FRAMES EQUIPPED WITH OFF CENTER BRACING AND EBF BRACING UNDER THE NEAR AND FAR FIELD EARTHQUAKES


417. EVALUATION OF STANDARD NO. 2800 REGULATIONS IN DESIGNING OF BUILDINGS WITH GREAT IMPORTANCE


418. CHALLENGES OF RANKING NEWLY BUILT RC BUILDINGS IN TERMS OF SEISMIC SAFETY IN IRAN


419. SEISMIC BEHAVIOUR AND DESIGN OF BEAM-COLUMN CONNECTIONS IN PRECAST INDUSTRIAL BUILDINGS


420. INVESTIGATING THE EFFECTS OF LENGTH AND CROSS-SECTION AREA OF THE YIELDING ZONE OF BUCKLING RESTRAINED BRACES ON THE CYCLIC BEHAVIOR OF BUCKLING RESTRAINED BRACED FRAMES


421. EVALUATION OF SEISMIC CAPACITY OF PLAIN CONCRETE ARCH BRIDGES BASED ON STRESS INTENSITY FACTOR


422. RISK-TARGETED SEISMIC DESIGN MAP FOR IRAN: ACHIEVEMENTS AND CHALLENGS


423. NONLINEAR CYCLIC STATIC ANALYSIS OF CONFINED MASONRY WALLS USING STRUT-AND-TIE MODEL


424. BUCKLING RESPONSE AND ELASTIC STIFFNESS OF BUTTERFLY DAMPERS


425. MULTI-OBJECTIVE SHAPE OPTIMIZATION OF STEEL SHEAR PANEL DAMPERS


426. APPLICATION OF CONSTRAIN CONTROL METHOD OF OPTIMIZATION IN SEISMIC DESIGN OF STEEL FRAMES


427. A NEW REPAIRABLE CONCENTRIC BRACE WITH DUAL-PERFORMANCE


428. INVESTIGATION OF USING VARIOUS FORCE DISTRIBUTION METHODS AT SEISMIC BEHAVIOR OF STEEL MR FRAMES DESIGNED BY DDBD METHOD


429. SUGGEST A NEW ANALYTICAL TYPE OF PANEL ZONE IN SEISMIC CALCULATIONS OF STEEL FRAMES


430. DAMAGE CONTROLLED-PERFORMANCE-BASED -OPTIMUM DESIGN OF STEEL MOMENT FRAMES, CONSIDERING LIFE-CYCLE COST


431. IDENTIFICATION OF IBARRA-MEDINA-KRAWINKLER HYSTERESIS MODEL PARAMETERS USING PARTICLE SWARM OPTIMIZATION ALGORITHM


432. COMPARISON OF DYNAMIC CHARACTERISTICS OF A HIGH-RISE BUILDING UNDER AMBIENT VIBRATION, FORCED VIBRATION, AND EARTHQUAKE EXCITATION


433. A NEW OUTPUT-ONLY MODAL SPACE FRAMEWORK TO IDENTIFY CLOSELY-SPACED MODES AND STRUCTURAL MASS DISTRIBUTION USING BLIND SOURCE SEPARATION


434. DAMAGE IDENTIFICATION IN STEEL GIRDER BRIDGES USING IMPROVED DAMAGE INDEX METHOD BY MODAL COMBINATION AND ARTIFICIAL NEURAL NETWORK


435. EXTRACTION OF STIFFNESS SUBMATRIX OF SHEAR AND NON-SHEAR BUILDINGS WITH LOCAL MEASUREMENT UNDER BASE EXCITATION


436. DAMAGE DETECTION IN CONTINUES BRIDGE DECK AND ASCE BENCHMARK VIA INSTANTANEOUS ENERGY METHOD


437. COMPREHENSIVE IDENTIFICATION OF NONLINEAR STRUCTURAL SYSTEMS WITH THE LOW NUMBER AND NON-HOMOGENEOUS SENSING USING MODERN BAYESIAN METHODS


438. THE EFFECT OF SPATIAL CORRELATION OF HORIZONTAL AND VERTICAL SPECTRAL ACCELERATIONS ON SEISMIC PERFORMANCE OF A BRIDGE NETWORK


439. DAMAGE DETECTION OF SKELETAL STRUCTURES BY AN ENHANCED META-HEURISTIC USING MODAL DATA


440. NONLINEAR DAMAGE DETECTION OF STRUCTURE USING THE SENSITIVITY OF TIME-VARYING MODAL PARAMETERS


441. TENSION ESTIMATION OF ELASTIC CABLES USING VIBRATIONAL METHOD


442. VIBRATION-BASED TENSION FORCE ESTIMATION OF EXTERNAL POST-TENSIONED TENDONS: EXPERIMENTAL STUDY


443. NUMERICAL EVALUATION OF MULTI LEVEL YIELDING RING DAMPER


444. SEISMIC FRAGILITY ASSESSMENT OF STEEL STRUCTURES WITH HYBRID YEILDING RING DAMPER


445. SEISMIC CONTROL OF OFFSHORE STEEL JACKET PLATFORMS USING TUNED LIQUID COLUMN DAMPER


446. THE EFFECT OF USING ARC-SURFACED DAMPERS ON REDUCTION OF THE COLLAPSE PROBABILITY INDUCED BY FORWARD DIRECTIVITY


447. DYNAMIC TESTING OF FULL-SCALE IRANIAN VISCOUS DAMPERS


448. SINGLE-PHASE METAMATERIAL (SPM) AS A DISSIPATER FOR ATTENUATION OF VIBRATION IN TWO-DIMENSIONAL ELASTODYNAMICS PROBLEMS


449. CYCLIC LOADING TEST ON HIGH DAMPING RUBBER BEARING (HDRB) ISOLATORS IN COMBINATION WITH FE-BASED SMA DAMPERS


450. SEISMIC PERFORMANCE OF ROCKING CONCRETE SHEAR WALLS WITH INNOVATIVE ROTATIONAL RESILIENT SLIP FRICTION JOINTS


451. EFFICIENCY OF SEMI ACTIVE TUNED MASS DAMPER ON IMPROVING SEISMIC RESPONSE OF STEEL STRUCTURE IN CLOSE AND REMOTE REGION


452. SEISMIC PERFORMANCE OF RUBBER BEARING WITH PERFORATED YIELDING SHEAR DEVICES


453. EXAMINING THE EFFECTIVE PARAMETERS OF FUSE IN SEISMIC BEHAVIOR OF LOW DAMAGE STEEL-BRACED FRAME SYSTEMS


454. SEISMIC RESPONSE OF PRE-CAST CONCRETE SHEAR WALLS WITH CONTROLLED ROCKING MOTION USING SELF-CENTERING FRICTION DEVICES


455. EFFECT OF ASYMMETRY ON THE RIGID LINK FOR RANDOM SEISMIC POUNDING MITIGATION


456. CHALLENGES IN RECENT APPLICATION OF BASE ISOLATION TECHNIQUE IN HOSPITALS


457. BUCKLING RESTRAINED BRACE PARAMETRIC STUDY UNDER STATIC LOAD CYCLE


458. A RECURRENT SWITCHING TECHNIQUE FOR ENERGY DISSIPATERS IN HIGH DAMPED STRUCTURAL SYSTEMS


459. MODAL ENERGY TRANSFER IN LARGE STRUCTURAL SYSTEMS USING RECURRENT SWITCHING TECHNIQUE


460. EFFECT OF MULTIPLE LOW INTENSITY EARTHQUAKES IN LOW-RISE REINFORCED CONCRETE BUILDINGS


461. PERFORMANCE ASSESSMENT OF DIFFERENT TABULAR SYSTEMS FOR TALL BUILDINGS AGAINST DYNAMIC WIND AND EARTHQUAKE EFFECTS


462. THE COLLAPSE ASSESSMENT OF THE LOW-RISE ASYMMETRIC DUCTILE RC FRAME BUILDINGS WITH A LESS-SENSITIVE INTENSITY MEASURE TO THE SPECTRAL SHAPE EFFECTS


463. NON-LINEAR SEISMIC RESPONSE OF LOW-RISE LIQUID STORAGE TANK ISOLATED BY LEAD-RUBBER BEARINGS


464. INTRODUCING ECCENTRICALLY BRACED FRAME SYSTEM EQUIPPED WITH DISTRIBUTOR FUSES WITH STEEL PLATE


465. EFFECT OF THE NEAR-FIELD GROUND MOTION PULSE PERIOD ON THE SEISMIC RELIABILITY OF RC/MR FRAMES USING MONTE CARLO SIMULATION


466. EFFECT OF ROTATIONAL COMPONENTS OF STRONG GROUND MOTIONS ON NONLINEAR RESPONSE OF HIGH-RISE 60-STORY BUILDING WITH OUTRIGGER AND BELT-TRUSS SYSTEM


467. THE RESILIENCE OF SPECIAL AND ORDINARY MOMENT RESISTING FRAMES


468. EVALUATION OF CONCENTRIC BRACED FRAME MODELING METHODS


469. THE INVESTIGATION OF SAFE RESIDUAL DRIFT OF SYMMETRIC RC COREWALL STRUCTURES AGAINST IMMEDIATE AFTERSHOCKS


470. SEISMIC RESPONSE OF BEARING WITH YIELDING SHEAR PLATE INSTALLED ON THE STEEL MOMENT FRAME


471. SEISMIC PERFORMANCE OF COMPOSITE DECKS WITH FULL AND PARTIALL INTERACTION


472. INVESTIGATION OF DYNAMIC PERFORMANCE OF REINFORCED CONCRETE POLYMER WALLS (RBS)


473. THE EFFECT OF MATERIAL CONSTITUTIVE MODEL ON SEISMIC RESPONSE OF CONCENTRIC BRACED FRAMES


474. DYNAMIC BEHAVIOR ASSESSMENT OF MID-RISE RESISTANT SKELETONS BASED ON THE CONTINUUM MODEL IN NEAR-FAULT


475. EVALUATION OF SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES CONSIDERING DETERIORATION EFFECTS USING IDA


476. MODELING THE BEHAVIOR OF REINFORCED CONCRETE BEAM-COLUMN EXTERIOR JOINT USING ANSYS WITH THE COMPARISON OF RESULTS OF ANALYTICALLY AND EXPERIMENTALLY


477. SEISMIC RESPONSE ASSESSMENT OF OFFSHORE WIND TURBINES USING ENDURANCE TIME METHOD


478. ASSESSMENT OF NONLINEAR DYNAMIC RESPONSE OF DIAGRID STRUCTURES EXPOSED TO VARIATION OF INCIDENCE ANGLE OF PULSE TYPE GROUND MOTIONS


479. NOTES ON PROGRESSIVE COLLAPSE ANALYSIS OF MODULAR MOMENT FRAMES UNDER DIRECTIONAL EFFECTS OF PULSE-TYPE GROUND MOTIONS


480. BIONIC ARCHITECTURE BY USING DEEP LEARNING ALGORITHMS


481. A PRACTICAL ALGORITHM FOR MODELING OF FRICTION DAMPED-BASED STRUCTURES


482. EVALUATION OF THE METHODS ESTIMATING STRUCTURAL STRENGTH REDUCTION FACTOR UNDER FAR FIELD RECORDS


483. EVALUATION OF HIGHER MODES EFFECTS IN ESTIMATION OF SEISMIC RESPONSE PARAMETERS OF TALL HYBRID MEGA ZIPPER SKELETONS


484. SEISMIC RISK ANALYSIS OF A DOME-ROOF ADOBE HOUSE CONSIDERING IN-PLANE AND OUT-OF-PLANE RESPONSE OF WALLS


485. INVESTIGATING THE EFFECT OF MASONRY INFILL WALLS ON THE PERFORMANCE OF STEEL RESISTING MOMENT FRAMES BY USING SEISMIC FRAGILITY CURVES


486. MODAL IDENTIFICATION OF STRUCTURES VIA VIDEO PROCESSING AND BLIND SOURCE SEPARATION


487. DEVELOPMENT OF FRAGILITY CURVES FOR LOW RISE BRACED STEEL BUILDINGS WITH ROCKING MOTION


488. IMPACT OF NUMBER OF SELECTED RECORDS ON PROBABILISTIC SEISMIC PERFORMANCE OF OFFSHORE JACKET PLATFORMS


489. HIGHER-MODE EFFECTS IN SINGLE AND MULTI-PART ROCKING BRACING SYSTEMS BEHAVIOR


490. SIESMIC PERFORMANCE OF REGULAR AND IRREGULAR BRB FRAMES UNDER SEISMIC SEQUENCE


491. MODELING AND INVESTIGATION OF THE FLOOR ISOLATION EFFECT AND APPLICATION OF YEILDING DAMPERS BY NONLINEAR DYNAMIC ANALYSIS


492. DEVELOPING AND EVALUATION A NEW DISCRETE MACRO-ELEMENT FOR MODELING AND NONLINEAR ANALYZING OF UNREINFORCED MASONRY WALLS


493. SYSTEM REDUCTION IN SPACE FOR DYNAMIC FINITE ELEMENT ANALYSIS OF BEAM-COLUMNS ASSEMBLIES AGAINST EARTHQUAKES


494. ON FASTER TRANSIENT ANALYSIS OF STRUCTURAL SYSTEMS AGAINST EARTHQUAKES: CASE STUDY OF AN EARTH DAM


495. DYNAMIC ANALYSIS OF BALANCED CANTILEVER CONCRETE BRIDGES WITH DIFFERENT PIER HEIGHTS UNDER NEAR-FIELD GROUND MOTIONS


496. DETERMINATION OF STABILITY MARGIN FOR FLEXIBLE SUBSTRUCTURES WITH LIMITED LATERAL DEFORMATION


497. THE EFFECT OF LATERAL FORCE ON STABILITY MARGIN OF FLEXIBLE FRAME SYSTEMS


498. APPLICATION OF STOCHASTIC SHAKEMAPS BASED ON RANDOM FIELD OF GROUNDSHAKING


499. ADVANCED INTENSITY MEASURES FOR PREDICTING THE SEISMIC COLLAPSE CAPACITY OF SMRFS


500. MODIFICATION FACTORS FOR RESIDUAL DRIFT ASSESSMENT OF ADJACENT SMRFS CONSIDERING STRUCTURAL POUNDING


501. DYNAMIC RESPONSE OF ROCKING STRUCTURES EQUIPPED WITH VERTICALLY MOUNTED VISCOUS DAMPERS IN BOTTOM STORY


502. NUMERICAL STUDY ON 2D REINFORCED CONCRETE FRAMES WITH NONDUCTILE COLUMNS USING IDA APPROACH


503. INVESTIGATING THE POUNDING EFFECTS ON THE SEISMIC COLLAPSE CAPACITY OF ADJACENT RC AND STEEL SMRFS


504. SEISMIC RETROFIT OF A TYPICAL HIGHWAY BRIDGE IN TEHRAN USING FLUID VISCOUS DAMPERS


505. PUNCHING MECHANISM IN REINFORCED CONCRETE FRAMES RETROFITTED BY STEEL FRAME


506. COMPARATIVE EXPERIMENTAL STUDY ON SEISMIC RETROFIT OF EXISTING GAS RISERS


507. THE ASSESSMENT OF THE SEISMIC PERFORMANCE OF THE RC BUILDINGS HAVING ONE OR TWO SOFT-STORIES RETROFITTED WITH GAPPED INCLINED BRACING


508. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF MASONRY BUILDINGS RETROFITTED WITH SHOTCRETE


509. LIGHT STEEL FRAME (LSF) SYSTEMS: A SUITABLE STRUCTURE FOR BUILDING IN IRAN'S EARTHQUAKE-STRICKEN AREAS (A REVIEW)


510. FLEXURAL REINFORCEMENT AND SHEAR REINFORCEMENT OF WEAK REINFORCED CONCRETE BEAMS WITH FRP PLATES


511. THE EFFECT OF CONFINEMENT ON CONCRETE STRENGTH AND DUCTILITY BY FRP JACKETS AND ANGLES


512. QUASI-STATIC SHEAR-COMPRESSION TESTS ON SIX RUBBLE STONE MASONRY WALLS


513. DEVELOPMENT AND EXPERIMENTAL VALIDATION OF A SELF-CENTERING SYSTEM FOR DAMAGE AVOIDANCE DESIGN


514. SEISMIC VUNURABILITY ASSESMENT OF BUILDINGS BASED ON FRAGILITY CURVES: A REVIEW


515. SEISMIC FRAGILITY ASSESSMENT OF CURVED STEEL BOX-GIRDER BRIDGES


516. SEISMIC PERFORMANCE ASSESSMENT OF CONCRETE MOMENT-RESISTING FRAMES WITH CONSTRUCTION ERROR AGAINST NEAR-FAULT STRONG GROUND MOTIONS


517. COLUMN BASE CONNECTIONS SEISMIC SUSTAINABILITY


518. TRUST PLATFORM: THE FIRST BUILDING-SPECIFIC SEISMIC RISK ASSESSMENT TOOL FOR IRAN


519. RESILIENCY COMPARISON OF R/C FRAMED STRUCTURES WITH WALL & SLAB SYSTEMS


520. THE EVALUATION OF PROGRESSIVE COLLAPSE IN TALL STEEL STRUCTURES WITH TUBULAR SYSTEM UNDER THE IMPACT OF EARTHQUAKE LOAD


521. EFFECT OF NEAR AND FAR FIELD RECORDS ON SEISMIC FRAGILITY OF INDUSTRIAL CHIMNEYS


522. EFFECTS OF BI-DIRECTIONL LOADING ON DUCTILITY CAPACITY OF HIGH STRENGTH RC PIERS


523. THE SEISMIC EVALUATION OF UNDER MAINSHOCK- FIRE DAMAGED BUILDINGS UNDER-AFTERSHOCK EARTHQUAKES


524. MODIFIED CLOUD ANALYSIS: NON-LINEAR DYNAMIC ANALYSIS WITH UN-SCALED RECORDS


525. IMPLEMENTING INCREMENTAL DYNAMIC ANALYSIS FOR MEASURING ENTROPY-BASED SUFFICIENCY OF AN INTENSITY MEASURE


526. FRAGILITY CURVES FOR A 5-STORY STEEL BRACED FRAME IN NEAR-FAULT AREA


527. INVESTIGATING THE EFFECT OF CHANGING PERFORMANCE OBJECTIVE ON RESILIENT STRUCTURES


528. SEISMIC COLLAPSE RISK ASSESSMENT OF A STEEL MRF CONSIDERING NEAR-FAULT DIRECTIVITY EFFECTS


529. NEURAL NETWORKS FOR THE PREDICTION OF SEISMIC DAMAGE IN REINFORCED CONCRETE STRUCTURES


530. LESSONS FROM NOVEMBER 2017, M7.3 EZGELEH EARTHQUAKE


531. AN ANALYTICAL METHOD FOR SEISMIC VULNERABILITY ANALYSIS OF UNREINFORCED MASONRY BUILDINGS


532. EVALUATING THE EFFECT OF CONNECTION PLATE THICKNESS AND STIFFNESS ON SEISMIC RESPONSE OF HIGH VOLTAGE CURRENT TRANSFORMERS


533. EVALUATING THE EFFECT OF SUPPORTING STRUCTURE LATERAL STIFFNESS ON SEISMIC RESPONSE OF HIGH VOLTAGE CURRENT TRANSFORMER


534. CHRISTCHURCH POST-EARTHQUAKE RECOVERY


535. COMPARISON OF FRAGILITY CURVES BASED ON SOFT COMPUTING AND ANALYTICAL METHODS ON HORIZONTALLY CURVED BRIDGES


536. EFFECT OF MULTI-DIRECTION ANALYSIS ON THE FRAGILITY CURVES OF REGULAR RC BUILDINGS


537. POST-EARTHQUAKE RECONNAISSANCE OF SARPOL-E ZAHAB CONCRETE BUILDINGS AFTER 6.4 MAGNITUDE AFTERSHOCK


538. POST-EARTHQUAKE RECONNAISSANCE OF SARPOL-E ZAHAB STEEL BUILDINGS AFTER 6.4 MAGNITUDE AFTERSHOCK


539. THE EFFECT OF AFTERSHOCKS ON STRUCTURAL LIFETIME


540. SAFETY EVALUATION OF BUILDINGS BY AFTERSHOCKS


541. FLOOD RESISTANT DESIGN AND CONSTRUCTION IN SEISMIC ZONE