English

سبد خرید

ادامه خرید “EVALUATION OF SOIL-STRUCTURE INTERACTION EFFECTS USING SEISMIC CODES” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		MOVING TOWARD LESS UNCERTAINTY SEISMIC RISK PREDICTION USING GRANULAR COMPUTING ALGORITHM	20,000 ریال	MOVING TOWARD LESS UNCERTAINTY SEISMIC RISK PREDICTION USING GRANULAR COMPUTING ALGORITHM عدد	20,000 ریال
×		SHEAR DESIGN OF BRIDGE BEAMS BY STRUT-AND-TIE MODEL	20,000 ریال	SHEAR DESIGN OF BRIDGE BEAMS BY STRUT-AND-TIE MODEL عدد	20,000 ریال
×		INTRODUCING A NEW TUNED MASS DAMPER SYSTEM	20,000 ریال	INTRODUCING A NEW TUNED MASS DAMPER SYSTEM عدد	20,000 ریال
×		EFFECT OF NEAR AND FAR FIELD EARTHQUAKES ON RAND CR RATIOS – CONSTANT DUCTILITY CONCEPT	20,000 ریال	EFFECT OF NEAR AND FAR FIELD EARTHQUAKES ON RAND CR RATIOS – CONSTANT DUCTILITY CONCEPT عدد	20,000 ریال
×		SEISMICASSESSMENT OF STEEL FRAMES WITH DIFFERENT RESISTING SYSTEMS	20,000 ریال	SEISMICASSESSMENT OF STEEL FRAMES WITH DIFFERENT RESISTING SYSTEMS عدد	20,000 ریال
×		APPLICATION OF 2D SEISMIC DATA AND SEISMIC ATTRIBUTES FOR IDENTIFICATION OF HIDDEN/BLIND FAULTS IN NATANZ AREA	20,000 ریال	APPLICATION OF 2D SEISMIC DATA AND SEISMIC ATTRIBUTES FOR IDENTIFICATION OF HIDDEN/BLIND FAULTS IN NATANZ AREA عدد	20,000 ریال
×		COMPARING GENETIC ALGORITHM AND PARTICLE SWARM OPTIMIZATION APPROACHES IN INVERSION OF SURFACE WAVE DATA	20,000 ریال	COMPARING GENETIC ALGORITHM AND PARTICLE SWARM OPTIMIZATION APPROACHES IN INVERSION OF SURFACE WAVE DATA عدد	20,000 ریال
×		EVALUATION OF DISPLACEMENT AMPLIFICATION FACTOR FOR ECCENTRICALLY BRACED STEEL FRAMES	20,000 ریال	EVALUATION OF DISPLACEMENT AMPLIFICATION FACTOR FOR ECCENTRICALLY BRACED STEEL FRAMES عدد	20,000 ریال
×		EFFECT OF CANYON SHAPED TOPOGRAPHIC FEATURES ON SOIL LIQUEFACTION POTENTIA	20,000 ریال	EFFECT OF CANYON SHAPED TOPOGRAPHIC FEATURES ON SOIL LIQUEFACTION POTENTIA عدد	20,000 ریال
×		SEISMIC HAZARD ANALYSIS OF SHIRAZ & TABRIZ PIPELINES BY EMPLOYMENT OF PROBABILISTIC & STATISTICAL METHODS	20,000 ریال	SEISMIC HAZARD ANALYSIS OF SHIRAZ & TABRIZ PIPELINES BY EMPLOYMENT OF PROBABILISTIC & STATISTICAL METHODS عدد	20,000 ریال
×		ASSESSMENT OF SEISMIC RESPONSE OF MID-RISE STEEL BUILDINGS WITH STRUCTURAL CONFIGURATION OF FRAMED TUBE SKELETONS	20,000 ریال	ASSESSMENT OF SEISMIC RESPONSE OF MID-RISE STEEL BUILDINGS WITH STRUCTURAL CONFIGURATION OF FRAMED TUBE SKELETONS عدد	20,000 ریال
×		EVALUATION OF THE EFFICIENCY OF GROUND MOTION SELECTION METHODS IN ASSESSMENT OF THE SEISMIC DEMANDS WITH SIGNIFICANT HIGHER MODE EFFECTS	20,000 ریال	EVALUATION OF THE EFFICIENCY OF GROUND MOTION SELECTION METHODS IN ASSESSMENT OF THE SEISMIC DEMANDS WITH SIGNIFICANT HIGHER MODE EFFECTS عدد	20,000 ریال
×		THE EFFECT OF FAULT PLANE ANGLE ON THE STRUCTURAL RESPONSE OF BURIED STEEL PIPELINE SUBJECTED TO FAULT MOVEMENT	20,000 ریال	THE EFFECT OF FAULT PLANE ANGLE ON THE STRUCTURAL RESPONSE OF BURIED STEEL PIPELINE SUBJECTED TO FAULT MOVEMENT عدد	20,000 ریال
×		SLOW AND FAST CYCLIC LOADING EFFECTS ON SHEAR MODULUS AND DAMPING RATIO OF NORMALLY CONSOLIDATES UNSATURATED KAOLIN	20,000 ریال	SLOW AND FAST CYCLIC LOADING EFFECTS ON SHEAR MODULUS AND DAMPING RATIO OF NORMALLY CONSOLIDATES UNSATURATED KAOLIN عدد	20,000 ریال
×		BEHAVIOR OF THE SHALLOW FOUNDATIONS UNDER THE SEISMIC LOADING BY NUMERICAL METHODS	20,000 ریال	BEHAVIOR OF THE SHALLOW FOUNDATIONS UNDER THE SEISMIC LOADING BY NUMERICAL METHODS عدد	20,000 ریال
×		ACCURACY EVALUATION OF ADAPTIVE PUSHOVER METHOD BASED ON FACTOR MODAL COMBINATION RULE IN THE ESTIMATION OF IRREGULAR STRUCTURE RESPONSE	20,000 ریال	ACCURACY EVALUATION OF ADAPTIVE PUSHOVER METHOD BASED ON FACTOR MODAL COMBINATION RULE IN THE ESTIMATION OF IRREGULAR STRUCTURE RESPONSE عدد	20,000 ریال
×		EVALUATION OF SOIL-STRUCTURE INTERACTION EFFECTS USING SEISMIC CODES	20,000 ریال	EVALUATION OF SOIL-STRUCTURE INTERACTION EFFECTS USING SEISMIC CODES عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	340,000 ریال
مجموع	340,000 ریال

ادامه جهت تسویه حساب