8th International Conference on Seismology and Earthquake Engineering, آبان ماه ۱۳۹۸

Accepted papers in 8th International Conference on Seismology and Earthquake Engineering

• USING THE PIANO KEYS SOUND AS ARTIFICIAL ACCELERATIONS

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

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

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

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

• SOURCE PARAMETERS OF THE 2005 ZARAND EARTHQUAKE IN KERMAN PROVINCE

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

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

• ASSESSMENT OF FINITE FAULT PLANE GEOMETRY IN MEGATHRUST EARTHQUAKE

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

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

• GEODETIC-BASED AND GEOLOGICAL-BASED EARTHQUAKE RATES

• EVALUATING THE SENSITIVITY OF ANALYZING THE SEISMIC HAZARD TO THE TYPE OF EMPIRICALATTENUATION RELATIONSHIPS

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

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

• SEISMIC HAZARD ASSESSMENT OF SHAHR-E KORD IRAN

• PEAK GROUND ACCELERATIONPREDICTION FOR CRITICAL AFTERSHOCKS

• SEISMOTECTONIC AND CRUSTAL STRUCTURE IN THE CENTRAL IRAN

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

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

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

• 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)

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

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

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

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

• THE NECESSITY OF REVIEWING THE MAP ACTIVE FAULTS OF TEHRAN

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

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

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

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

• MICROSTRUCTURE AND DEFORMATION TEMPURATURE CONDITION OF ALIABAD DAMAGH MYLONITIC GRANITE

• POLYPHASE INVERSION TECTONICS IN WESTERN ALBORZ

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

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

• CLUSTERING OF EARTHQUAKE RECORDS BY A HYBRID OPPOSITION-SWITCHING SEARCH

• EVALUATION OF TECTONIC STRESS IN THE MAKRAN ZONE

• STUDY OF KINEMATIC PARAMETERS OF EARTHQUAKES IN THE ZAGROS REGION

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

• GENETIC ALGORITHMS IN TSUNAMI STUDIES

• WAVELET ANALYSIS FOR TIDAL GAUGES INCLUDING TSUNAMI DATA

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

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

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

• A CASE STUDY OF SEISMIC ASSESSMENT OF BURIED PIPELINES

• SEISMIC DISPLACEMENT OF COHESIVE FRICTIONAL SLOPES USING NEWMARK’S METHOD

• تحلیل شکست توده های سنگی ترکدار تحت بار فشار-برشی

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

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

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

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

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

• RELIABILITY ANALYSIS OF SEISMIC STABILITY OF UNSATURATED SOLDIER-PILED EXCAVATION

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

• THE RELIABILITY OF THE FOUNDATION SEISMIC DESIGN USING IRANIAN NATIONAL BUILDING CODE

• FUZZY RELIABILITY ANALYSIS OF SHEET PILE WALL SEISMIC DESIGN

• اثر سربار اعمالی بر رفتار لرزه ای دیوارهای وزنی پشت شکسته

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

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

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

• EVALUATION OF SEISMIC FRAGILITY CURVE OF A TYPICAL EMBANKMENT DAM

• آنالیز پاسخ لرزه ای دیوار خاک مسلح

• SITE RESPONSE VARIATIONS BY GROUND IMPROVEMENT

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

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

• EFFECTS OF STONE COLUMNS ON IMPROVEMENT OF LIQUEFIABLE SOIL LAYERS

• PSEUDO-STATIC SLOPE STABILITY ANALYSIS BY RANDOM FINITE ELEMENT METHOD

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

• BEHAVIOR OF EARTH DAMS DUE TO DOWNSAMPLING-BASED RECORDS

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

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

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

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

• ATTENUATION OF SEISMIC AMPLIFICATION ON TUNNEL BY USING METASOIL

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

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

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

• THE FUNDAMENTAL PERIOD OF FOUR-LAYER SOIL DEPOSITS

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

• HALF-SPACE GREEN’S FUNCTION FOR LAMB’S PROBLEM

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

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

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

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

• EVALUATING THE INTERACTION BETWEEN MULTIPLE IRREGULAR TOPOGRAPHIES DURING EARTHQUAKES

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

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

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

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

• SIMULATION FOR LARGE DEFORMATION IN GEOMATERIALS WITH MOLECULAR DYNAMICS APPROACH

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

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

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

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

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

• PERCEPTION AND COMMUNICATION OF SEIEMIC RISK

• EXPLAINING SUSTAINABILITY CRITERIA IN POST-DISASTER TEMPORARY HOUSING

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

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

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

• QUESTIONNAIRE-BASED QUANTIFICATION OF SEISMIC RESILIENCE IN IRANIAN HOSPITAL

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

• SUSTAINABLE DISASTER RISK REDUCTION THROUGH RISK SENSITIVE LAND USE PLANNING

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

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

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

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

• DEVELOPMENT OF NEW BIM STANDARDS FOR CONSTRUCTION PROJECTS

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

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

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

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

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

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

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

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

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

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

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

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

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

• بررسی عملکرد دیوارهای بنایی غیرمسلح در زلزله سرپل ذهاب

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

• INTRODUCING AN INNOVATIVE CONNECTION WITH TUBULAR FLANGE SECTION

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

• SEISMIC BEHAVIOUR FACTOR FOR UNREINFORCED CONCRETE BLOCK MASONRY WALLS

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

• AN INTRODUCTION TO SUSTAINABLE SEISMIC DESIGN

• INNOVATIONS IN SUSTAINABLE SEISMIC DESIGN

• BIOINSPIRATION AND ANALYSIS OF MULTILEVEL ROCKING CORES

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

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

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

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

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

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

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

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

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

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

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

• ONLINE MODAL IDENTIFICATION OF STRUCTURES BY NATURAL GRADIENT ALGORITHM

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

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

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

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

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

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

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

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

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

• THE VERIFICATION OF VISCO-PLASTIC DAMPER

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

• SEISMIC PERFORMANCE OF FACADE MASS ISOLATION SYSTEM IN TALL BUILDINGS

• VIBRATION CONTROL OF SEISMIC STRUCTURES USING FACADE MASS ISOLATION MODEL

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

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

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

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

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

• VISCOELASTIC CONNECTION: AN EFFICIENT TOOL FOR RANDOM SEISMIC POUNDING MITIGATION

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

• ADAPTIVE CURVED SURFACE SLIDER FOR IMPROVED SEISMIC PROTECTION

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

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

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

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

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

• SEISMIC FRAGILITY ASSESSMENT OF DAMAGED RC FRAME UNDER CONSECUTIVE EXCITATIONS

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

• THE INFLUENCE OF GEOMETRIC CHARACTERISTICS ON THE PERFORMANCE OF STEEL SHEAR WALL

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

• COMPARISON OF SEISMIC STRUCTURAL RESPONSES IN DIFFERENT STORIES VIA FUZZY CLUSTERING

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

• STUDY ON RESPONSE OF CSPSW AND SPSW TO NONLINEAR EXCITATIONS

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

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

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

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

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

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

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

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

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

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

• ESTIMATION OF MULTIPLE STRIP ANALYSIS CURVE USING IDEALIZED TRILINEAR MODAL PUSHOVER ANALYSIS CURVE

• STABILITY ANALYSIS OF ARCH DAM ABUTMENTS DUE TO VERTICAL SEISMIC EXCITATIONS

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

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

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

• PARAMETRIC FINITE ELEMENT EVALUATION OF RC BEAM-COLUMN JOINTS

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

• A NEW PURE BENDING YIELDING DAMPER FOR SEISMIC APPLICATIONS

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

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

• PRIORITIZED SLIP LOAD OPTIMIZATION OF DAMPED-BASED STRUCTURES

• SEISMIC RETROFIT OF DEFECTIVE EXTERIOR RC CEILING-COLUMN

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

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

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

• STRENGTHENING JOINTS OF RC FRAMES WITH STIFFENED STEEL PLATES

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

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

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

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

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

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

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

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

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

• MECHANICAL PROPERTIES OF COMPRESSED ADOBE BRICK

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

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

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

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

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

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

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

• SEISMIC FRAGILITY ANALYSIS OF HIGHWAY CURVED BRIDGES

• MAINSHOCK INTENSITY EFFECTS ON SEISMIC FRAGILITY OF RC MRFS UNDER AFTERSHOCKS

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

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

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

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

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

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

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

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

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

• COMPARISON OF THE EARTHQUAKE RESILIENCE OF ECCENTRICALLY AND CONCENTRICALLY BRACED FRAMES BUILDINGS

• ارزیابی مشخصه های دینامیکی سازه ها با استفاده از تحلیل دینامیکی سازه ها

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

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

• پاسخ لرزه ای سازه های غیرخطی جداسازی شده تحت برخورد

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

• BUILDINGS DAMAGE DATA COLLECTION AFTER 2017SARPOL-E ZAHAB EARTHQUAKE

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

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

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

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

• THE BEST EARTHQUAKE REPORT TO ASSESS THE EARTHQUAKE MACROSEISMIC PARAMETERS

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

• ANALYSIS OF THE AFTERSHOCK SEQUENCES OF LARGE EARTHQUAKES IN IRAN

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

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

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

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

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

• RECENT FINDINGS IN SEISMIC HAZARD MODELS OF IRAN

• EARTHQUAKE HAZARD IN KERMANSHAH AFTER A MAINSHOCK IN EZGELEH

• CLUSTERING MICROTREMOR DATA WITH FUZZY GUSTAFSON KESSEL ALGORITHM

• GEOPHYSICAL SURVEYS FOR GROUND MODELLING OF ASHGABAT CITY

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

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

• SEISMIC HAZARD ANALYZING AND EVALUATING IN ESFAHAN NUCLEAR SITE

• MAGNITUDE SIMULATION USING THE GENERALIZED PARETO DISTRIBUTION

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

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

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

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

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

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

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

• THE SEISMOTECTONICS OF CENTRAL ALBORZ

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

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

• TECTONIC STUDIES AND EARTHQUAKE RISK BASED ON TECTONIC MORPHOLOGY STUDIES IN SAVEH RECTANGLE

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

• 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

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

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

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

• ON MEASURING MISORIENTATION OF SEISMIC SENSORS USING AMBIENT NOISE DATA

• S-WAVE QUALITY FACTOR TOMOGRAPHY IN NW IRAN

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

• DEVELOPMENT OF EARTHQUAKE OBSERVATION NETWORK IN AND AROUND ASHGABAT, TURKMENISTAN

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

• ACRUSTAL SCALE IMAGING ACROSS THE ARABIA-EURASIA COLLISION ZONE

• CRUSTAL STRUCTURE OF IRAQ FROM TELESISMIC DATA

• THE NORTH ZAGROS CRUSTAL STRUCTURE FROM TELESEISMIC REFLECTED P PHASE

• SEISMIC ANISOTROPY IN WESTERN MAKRAN SUBDUCTION ZONE

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

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

• GEOMETRY OF OCEANIC SLAB BENEATH THE WESTERN MAKRAN SUBDUCTION ZONE

• INVESTIGATION OF SEISMOTECTONICS OF MAKRAN REGION USING LOCAL NETWORK DATA

• HIGH RESOLUTION 3D VELOCITY MODEL FOR THE MAKRAN SUBDUCTION ZONE

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

• MONITORING OF INDUCED SEISMICITY IN NORTHEAST BRITISH COLUMBIA, CANADA

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

• LONG-RANGE CORRELATIONS AND TRENDS BETWEEN CONSECUTIVE EARTHQUAKES

• EARTHQUAKES PROBABILITY DENSITY MODEL IN COPULA METHODS IN EARTHQUAKES FORECASTING

• DOUBLE DIFFERRENCE RELOCATION OF EARTHQUAKES IN KERMANSHAH REGION, WESTERN IRAN

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

• ML SHEAR WAVE VELOCITY TOMOGRAPHY IN TURKISH PLATEAU

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

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

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

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

• PATTERN OF SEISMICITY AROUND ZAGROS MAIN RECENT FAULT

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

• ESTIMATION OF UNCERTAINTY FOR EARTHQUAKE SOURCE INVERSIONS

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

• SEISMIC, THERMAL, AND GRAVITY MODELING OF THE IRANIAN LITHOSPHERE

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

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

• IRAN STRONG MOTION NETWORK RENOVATION

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

• ANALYZING THE SEISMICITY OF THE AEGEAN EXTENSION REGION (WEST TURKEY)

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

• THE DOUBLE DIFFERENCE RELOCATION OF AFTERSHOCK SEQUENCE OF 2017 EZGELEH EARTHQUAKE

• 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

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

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

• GEOMAGNETIC ANOMALY ASSOCIATED WITH 2018 GREECE EARTHQUAKE

• SHAKEMAPS OF SARPOL–E ZAHAB EARTHQUAKE

• EARTHQUAKE EARLY WARNING FOR SARPOL-E ZAHAB EARTHQUAKE

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

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

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

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

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

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

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

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

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

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

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

• EARTHQUAKE RESPONSE OF SLOPES UNDER MASSIVE LOADS

• REVERSE FAULT RUPTURE MITIGATION MEASURES FOR CONTINUOUS SHALLOW TUNNELS

• NUMERICAL STUDY AND REGRESSION MODEL FOR LATERAL SPREADING

• NUMERICAL INVESTIGATION OF SURFACE FAULT RUPTURE HAZARD MITIGATION FOR SPREAD FOOTING

• MODELS USED FOR SEISMIC SSI PROBLEMS: A REVIEW

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

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

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

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

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

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

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

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

• SITE EFFECTS USING HVSR AND SSR TECHNIQUES IN RAMSAR CITY

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

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

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

• EFFECT OF SOIL CHARACTERISTICS ON THE ROCKING OF FOUDATIONS

• EFFECT OF HIGH-RISE STRUCTURE CHARACTERISTICS ON THE ROCKING OF FOUDATIONS

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

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

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

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

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

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

• EFFECT OF CYCLIC LOADING DIRECTION ON SANDY SLOPE LIQUEFACTION

• SITE EFFECTS AT DASHT-E ZAHAB IN EZGELEH-SARPOL-E ZAHAB EARTHQUAKE

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

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

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

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

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

• CENTRIFUGAL MODELING OF CONTINUOUS SHALLOW TUNNELS CROSSING ACTIVE REVERSE FAULTS

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

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

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

• PHYSICAL MODELING OF RESPONSE OF BURIED PIPE WITH CONSTRAINTS TO REVERSE FAULTING

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

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

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

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

• THE UNCERTAINTY IN SEISMIC RISK ASSESSMENT IN NEAR-FAULT AREA

• A REVIEW OF RISK AND VULNERABILITY OF NATIONAL BROADBAND SEISMIC NETWORK OF IRAN

• NEED ASSESSMENT FOR EMERGENCY SUPPLY IN EVACUATION PLACES AFTER EARTHQUAKES

• IMPROVING EARTHQUAKE DISASTER MANAGEMENT IN CHAIN SUPERMARKETS

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

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

• THE IMPACT OF DAMAGE FUNCTIONS USED TO DETERMINE THE CAT BONDS TRIGGER

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

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

• SEISMIC FRAGILITY ASSESSMENT OF BRIDGES: A STATE OF ART REVIEW

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

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

• RAPID BUILDING DAMAGE MAPPING BY OPTICAL SATELLITE IMAGES

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

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

• AN URBAN SEISMIC RISK AND RESILIENCE MODEL FOR ISFAHAN

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

• EARTHQUAKE VULNERABILITY ASSESSMENT OF YAZD MOSQUE

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

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

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

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

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

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

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

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

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

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

• 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

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

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

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

• BUCKLING RESPONSE AND ELASTIC STIFFNESS OF BUTTERFLY DAMPERS

• MULTI-OBJECTIVE SHAPE OPTIMIZATION OF STEEL SHEAR PANEL DAMPERS

• APPLICATION OF CONSTRAIN CONTROL METHOD OF OPTIMIZATION IN SEISMIC DESIGN OF STEEL FRAMES

• A NEW REPAIRABLE CONCENTRIC BRACE WITH DUAL-PERFORMANCE

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

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

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

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

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

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

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

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

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

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

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

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

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

• TENSION ESTIMATION OF ELASTIC CABLES USING VIBRATIONAL METHOD

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

• NUMERICAL EVALUATION OF MULTI LEVEL YIELDING RING DAMPER

• SEISMIC FRAGILITY ASSESSMENT OF STEEL STRUCTURES WITH HYBRID YEILDING RING DAMPER

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

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

• DYNAMIC TESTING OF FULL-SCALE IRANIAN VISCOUS DAMPERS

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

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

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

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

• SEISMIC PERFORMANCE OF RUBBER BEARING WITH PERFORATED YIELDING SHEAR DEVICES

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

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

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

• CHALLENGES IN RECENT APPLICATION OF BASE ISOLATION TECHNIQUE IN HOSPITALS

• BUCKLING RESTRAINED BRACE PARAMETRIC STUDY UNDER STATIC LOAD CYCLE

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

• MODAL ENERGY TRANSFER IN LARGE STRUCTURAL SYSTEMS USING RECURRENT SWITCHING TECHNIQUE

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

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

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

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

• INTRODUCING ECCENTRICALLY BRACED FRAME SYSTEM EQUIPPED WITH DISTRIBUTOR FUSES WITH STEEL PLATE

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

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

• THE RESILIENCE OF SPECIAL AND ORDINARY MOMENT RESISTING FRAMES

• EVALUATION OF CONCENTRIC BRACED FRAME MODELING METHODS

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

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

• SEISMIC PERFORMANCE OF COMPOSITE DECKS WITH FULL AND PARTIALL INTERACTION

• INVESTIGATION OF DYNAMIC PERFORMANCE OF REINFORCED CONCRETE POLYMER WALLS (RBS)

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

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

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

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

• SEISMIC RESPONSE ASSESSMENT OF OFFSHORE WIND TURBINES USING ENDURANCE TIME METHOD

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

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

• BIONIC ARCHITECTURE BY USING DEEP LEARNING ALGORITHMS

• A PRACTICAL ALGORITHM FOR MODELING OF FRICTION DAMPED-BASED STRUCTURES

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

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

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

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

• MODAL IDENTIFICATION OF STRUCTURES VIA VIDEO PROCESSING AND BLIND SOURCE SEPARATION

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

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

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

• SIESMIC PERFORMANCE OF REGULAR AND IRREGULAR BRB FRAMES UNDER SEISMIC SEQUENCE

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

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

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

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

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

• DETERMINATION OF STABILITY MARGIN FOR FLEXIBLE SUBSTRUCTURES WITH LIMITED LATERAL DEFORMATION

• THE EFFECT OF LATERAL FORCE ON STABILITY MARGIN OF FLEXIBLE FRAME SYSTEMS

• APPLICATION OF STOCHASTIC SHAKEMAPS BASED ON RANDOM FIELD OF GROUNDSHAKING

• ADVANCED INTENSITY MEASURES FOR PREDICTING THE SEISMIC COLLAPSE CAPACITY OF SMRFS

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

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

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

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

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

• PUNCHING MECHANISM IN REINFORCED CONCRETE FRAMES RETROFITTED BY STEEL FRAME

• COMPARATIVE EXPERIMENTAL STUDY ON SEISMIC RETROFIT OF EXISTING GAS RISERS

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

• EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF MASONRY BUILDINGS RETROFITTED WITH SHOTCRETE

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

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

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

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

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

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

• SEISMIC FRAGILITY ASSESSMENT OF CURVED STEEL BOX-GIRDER BRIDGES

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

• COLUMN BASE CONNECTIONS SEISMIC SUSTAINABILITY

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

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

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

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

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

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

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

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

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

• INVESTIGATING THE EFFECT OF CHANGING PERFORMANCE OBJECTIVE ON RESILIENT STRUCTURES

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

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

• LESSONS FROM NOVEMBER 2017, M7.3 EZGELEH EARTHQUAKE

• AN ANALYTICAL METHOD FOR SEISMIC VULNERABILITY ANALYSIS OF UNREINFORCED MASONRY BUILDINGS

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

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

• CHRISTCHURCH POST-EARTHQUAKE RECOVERY

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

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

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

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

• THE EFFECT OF AFTERSHOCKS ON STRUCTURAL LIFETIME

• SAFETY EVALUATION OF BUILDINGS BY AFTERSHOCKS

• FLOOD RESISTANT DESIGN AND CONSTRUCTION IN SEISMIC ZONE