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سبد خرید

ادامه خرید “MODELING AND INVESTIGATION OF THE SEISMIC BEHAVIOR OF PRECAST CONNECTIONS FOR RC MOMENT FRAMES” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		COMPARISON OF SITE RESPONSE ANALYSIS BY LINEAR AND EQUIVALENT LINEAR METHODS CASE STUDY - TREASURE ISLAND	20,000 ریال	COMPARISON OF SITE RESPONSE ANALYSIS BY LINEAR AND EQUIVALENT LINEAR METHODS CASE STUDY - TREASURE ISLAND 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
×		MUTUAL EFFECTS OF UPLIFT AND SOIL-STRUCTURE INTERACTION ON NONLINEAR DYNAMIC RESPONSES	20,000 ریال	MUTUAL EFFECTS OF UPLIFT AND SOIL-STRUCTURE INTERACTION ON NONLINEAR DYNAMIC RESPONSES عدد	20,000 ریال
×		SEISMIC EVALUATION OF STEEL DUAL SYSTEMS AGAINST ARTIFICIAL EARTHQUAKES	20,000 ریال	SEISMIC EVALUATION OF STEEL DUAL SYSTEMS AGAINST ARTIFICIAL EARTHQUAKES 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
×		PERFORMANCE ASSESSMENT OF ISOLATED STRUCTURES WITH ADDED DAMPING	20,000 ریال	PERFORMANCE ASSESSMENT OF ISOLATED STRUCTURES WITH ADDED DAMPING عدد	20,000 ریال
×		USE OF ASYMMETRIC BUCKLING RESTRAINED BRACES IN ZIPPER FRAMES FOR IMPROVEMENT OF PEAK AND RESIDUAL RESPONSE	20,000 ریال	USE OF ASYMMETRIC BUCKLING RESTRAINED BRACES IN ZIPPER FRAMES FOR IMPROVEMENT OF PEAK AND RESIDUAL RESPONSE 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
×		A GROUND MOTION PREDICTION EQUATION FOR CAV IN ZAGROS	20,000 ریال	A GROUND MOTION PREDICTION EQUATION FOR CAV IN ZAGROS عدد	20,000 ریال
×		A REVIEW ON SONIC WAVE PROPAGATION IN ROCKS	20,000 ریال	A REVIEW ON SONIC WAVE PROPAGATION IN ROCKS 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
×		DETERMINIG DESIGN SPECTRUM OF HORIZONTAL ACCELERATION FOR IRAN SOIL TYPE II AND COMPARING WITH THE REFLECTANCE SPECTRUM USED IN STANDARD 2800 (VERSION 3)	20,000 ریال	DETERMINIG DESIGN SPECTRUM OF HORIZONTAL ACCELERATION FOR IRAN SOIL TYPE II AND COMPARING WITH THE REFLECTANCE SPECTRUM USED IN STANDARD 2800 (VERSION 3) عدد	20,000 ریال
×		REASSESSMENT OF FIFTY YEARS OF SEISMICITY IN SIMAV-GEDIZ GRABENS (WESTERN TURKEY), BASED ON CALIBRATED EARTHQUAKE RELOCATIONS	20,000 ریال	REASSESSMENT OF FIFTY YEARS OF SEISMICITY IN SIMAV-GEDIZ GRABENS (WESTERN TURKEY), BASED ON CALIBRATED EARTHQUAKE RELOCATIONS عدد	20,000 ریال
×		NUMERICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE	20,000 ریال	NUMERICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE 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
×		ON THE NECESSITY TO ESTABLISH LOCAL SEISMIC HAZARD MAPS FOR URBAN REGIONS	20,000 ریال	ON THE NECESSITY TO ESTABLISH LOCAL SEISMIC HAZARD MAPS FOR URBAN REGIONS عدد	20,000 ریال
×		MODELING AND INVESTIGATION OF THE SEISMIC BEHAVIOR OF PRECAST CONNECTIONS FOR RC MOMENT FRAMES	20,000 ریال	MODELING AND INVESTIGATION OF THE SEISMIC BEHAVIOR OF PRECAST CONNECTIONS FOR RC MOMENT FRAMES عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	340,000 ریال
مجموع	340,000 ریال

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