سبد خرید – پژوهشگاه بین المللی زلزله شناسي

ادامه خرید “THE EFFECTS OF SOIL THICKNESS ON REVERSE FAULT RUPTURE PROPAGATION” به سبد خرید شما افزوده شد.

حذف آیتم	محصول	قیمت	تعداد	جمع جزء
×	DETERMINING THE DESIGN SPECTRUM OF THE NEAR FIELD IN VARIOUS DISTANCES FROM FAULT FOR SOIL TYPE II IN IRAN	20,000 ریال	DETERMINING THE DESIGN SPECTRUM OF THE NEAR FIELD IN VARIOUS DISTANCES FROM FAULT FOR SOIL TYPE II IN IRAN عدد	20,000 ریال
×	EVALUATION OF WALL THICKNESS EFFECTS ON SEISMIC BEHAVIOR OF ABOVEGROUND CYLINDRICAL ANCHORED AND UNANCHORED STEEL TANKS	20,000 ریال	EVALUATION OF WALL THICKNESS EFFECTS ON SEISMIC BEHAVIOR OF ABOVEGROUND CYLINDRICAL ANCHORED AND UNANCHORED STEEL TANKS عدد	20,000 ریال
×	STRUCTURAL MATURITY OF BLIND FAULTS IN ZAGROS FOLD AND THRUST BELT	20,000 ریال	STRUCTURAL MATURITY OF BLIND FAULTS IN ZAGROS FOLD AND THRUST BELT عدد	20,000 ریال
×	MODELING OF RECOVERY RATE OF INFRASTRUCTURE SYSTEM USING THE COVARIATE BASED MODEL	20,000 ریال	MODELING OF RECOVERY RATE OF INFRASTRUCTURE SYSTEM USING THE COVARIATE BASED MODEL عدد	20,000 ریال
×	A COMPARATIVE STUDY ON ESTIMATION OF LATERAL DISPLACEMENT AT FIRST YIELDING OF MRF STRUCTURES	20,000 ریال	A COMPARATIVE STUDY ON ESTIMATION OF LATERAL DISPLACEMENT AT FIRST YIELDING OF MRF STRUCTURES عدد	20,000 ریال
×	ESTIMATION OF STEEL MRFS STRENGTH REDUCTION FACTOR (BEHAVIOR FACTOR) BY IMPLEMENTING DIFFERENT CONVENTIONAL AND ADVANCED NONLINEAR STATIC ANALYSIS	20,000 ریال	ESTIMATION OF STEEL MRFS STRENGTH REDUCTION FACTOR (BEHAVIOR FACTOR) BY IMPLEMENTING DIFFERENT CONVENTIONAL AND ADVANCED NONLINEAR STATIC ANALYSIS عدد	20,000 ریال
×	COMPARISON OF SEISMIC RISK OF LOW RISE IMPORTANT BUILDINGS DESIGEND BY DIFFERENT EDITIONS OF IRANIAN SEISMIC CODE	20,000 ریال	COMPARISON OF SEISMIC RISK OF LOW RISE IMPORTANT BUILDINGS DESIGEND BY DIFFERENT EDITIONS OF IRANIAN SEISMIC CODE عدد	20,000 ریال
×	THE MULTILAMINATE MODEL FOR PUSHOVER ANALYSIS OF LARGE SCALE UNREINFORCED MASONRY STRUCTURES	20,000 ریال	THE MULTILAMINATE MODEL FOR PUSHOVER ANALYSIS OF LARGE SCALE UNREINFORCED MASONRY STRUCTURES عدد	20,000 ریال
×	EVALUATION OF SEISMIC RESPONSE OF TALL BUILDINGS WITH FRAMED TUBE SKELETONS IN HIGH SEISMIC AREAS	20,000 ریال	EVALUATION OF SEISMIC RESPONSE OF TALL BUILDINGS WITH FRAMED TUBE SKELETONS IN HIGH SEISMIC AREAS عدد	20,000 ریال
×	THE COMPARISON OF SEISMIC PERFORMANCE OF THE BRACES EQUIPPED WITH BRB AND RBS	20,000 ریال	THE COMPARISON OF SEISMIC PERFORMANCE OF THE BRACES EQUIPPED WITH BRB AND RBS عدد	20,000 ریال
×	MODIFICATION OF RISK-UE INDEX USING MICROTREMORS FOR UNREINFORCED MASONRY BUILDINGS IN KERMANSHAH CITY	20,000 ریال	MODIFICATION OF RISK-UE INDEX USING MICROTREMORS FOR UNREINFORCED MASONRY BUILDINGS IN KERMANSHAH CITY عدد	20,000 ریال
×	THE PSEUDO-DYNAMIC ANALYSIS OF CRITICAL NON-CIRCULAR SLIP SURFACE IN EARTH SLOPES	20,000 ریال	THE PSEUDO-DYNAMIC ANALYSIS OF CRITICAL NON-CIRCULAR SLIP SURFACE IN EARTH SLOPES عدد	20,000 ریال
×	PREDICTION OF DUCTILE FRACTURE IN NOTCHED STEEL PLATES USING SMCS METHOD	20,000 ریال	PREDICTION OF DUCTILE FRACTURE IN NOTCHED STEEL PLATES USING SMCS METHOD عدد	20,000 ریال
×	EFFECT OF SOIL DEPTH ON SEISMIC SITE AMPLIFICATION	20,000 ریال	EFFECT OF SOIL DEPTH ON SEISMIC SITE AMPLIFICATION عدد	20,000 ریال
×	ECONOMIC AND MANAGEMENT SURVEYING AND COMPARISON OF SOIL IMPROVEMENT METHODS	20,000 ریال	ECONOMIC AND MANAGEMENT SURVEYING AND COMPARISON OF SOIL IMPROVEMENT METHODS عدد	20,000 ریال
×	OPERATIONAL FEASIBILITY OF LIQUEFACTION REMEDIAL TECHNIQUES UNDER GAS PIPELINES IN URBAN AREAS, AND COMPARING ITS COST CONSIDERING THE WORN-OUT URBAN TEXTURE	20,000 ریال	OPERATIONAL FEASIBILITY OF LIQUEFACTION REMEDIAL TECHNIQUES UNDER GAS PIPELINES IN URBAN AREAS, AND COMPARING ITS COST CONSIDERING THE WORN-OUT URBAN TEXTURE عدد	20,000 ریال
×	RAPID WEB-BASED SEISMIC RISK ANALYSIS OF BUILDINGS	20,000 ریال	RAPID WEB-BASED SEISMIC RISK ANALYSIS OF BUILDINGS عدد	20,000 ریال
×	LANDSLIDE HAZARD ZONATION OF THE TEHRAN METROPOLIS	20,000 ریال	LANDSLIDE HAZARD ZONATION OF THE TEHRAN METROPOLIS عدد	20,000 ریال
×	INVESTIGATING THE PROBABILISTIC WARNING TIMES FOR THE EARTHQUAKE EARLY WARNING SYSTEM (EEWS) ON THE NORTH TABRIZ FAULT	20,000 ریال	INVESTIGATING THE PROBABILISTIC WARNING TIMES FOR THE EARTHQUAKE EARLY WARNING SYSTEM (EEWS) ON THE NORTH TABRIZ FAULT عدد	20,000 ریال
×	MODELLING OF REINFORCED CONCRETE BUILDING WITH ASYMMETRIC PLAN EQUIPPED BY SEMI-ACTIVE TUNED MASS DAMPER USING FUZZY CONTROLLER	20,000 ریال	MODELLING OF REINFORCED CONCRETE BUILDING WITH ASYMMETRIC PLAN EQUIPPED BY SEMI-ACTIVE TUNED MASS DAMPER USING FUZZY CONTROLLER عدد	20,000 ریال
×	EXPLICIT DEMAND MODEL FOR MULTI- STORY STEEL MOMENT RESISTING FRAMES	20,000 ریال	EXPLICIT DEMAND MODEL FOR MULTI- STORY STEEL MOMENT RESISTING FRAMES عدد	20,000 ریال
×	COMPARING PID AND LQR CONTROL METHODS FOR ACTIVE VIBRATION CONTROL OF STRUCTURES	20,000 ریال	COMPARING PID AND LQR CONTROL METHODS FOR ACTIVE VIBRATION CONTROL OF STRUCTURES عدد	20,000 ریال
×	INVESTIGATION OF THE BRIDGE’S DESIGN CODES THROUGH NEAR FAULT’S EARTHQUAKES	20,000 ریال	INVESTIGATION OF THE BRIDGE’S DESIGN CODES THROUGH NEAR FAULT’S EARTHQUAKES عدد	20,000 ریال
×	THE EFFECTS OF SOIL THICKNESS ON REVERSE FAULT RUPTURE PROPAGATION	20,000 ریال	THE EFFECTS OF SOIL THICKNESS ON REVERSE FAULT RUPTURE PROPAGATION عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	480,000 ریال
مجموع	480,000 ریال

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