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سبد خرید

ادامه خرید “SEISMIC BEHAVIOR ASSESSMENT OF PRECAST POST-TENSIONED SEGMENTAL BRIDGE’S UNDER NEAR-FAULT EARTHQUAKE” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		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
×		EVALUATION OF THREE SPAN ARCH STONE BRIDGE IN DRODGARAN UNDER EARTHQUAKE	20,000 ریال	EVALUATION OF THREE SPAN ARCH STONE BRIDGE IN DRODGARAN UNDER EARTHQUAKE عدد	20,000 ریال
×		EVALUATION OF THE EFFECT OF PGV/PGA RATIO OF STRONG GROUND MOTIONS ON RESPONSES OF SOIL STRUCTURE SDOF SYSTEMS	20,000 ریال	EVALUATION OF THE EFFECT OF PGV/PGA RATIO OF STRONG GROUND MOTIONS ON RESPONSES OF SOIL STRUCTURE SDOF SYSTEMS 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
×		ON THE SEISMIC PERFORMANCE EVALUATION OF OUTRIGGER AND BELT TRUSS SYSTEMS FOR STEEL HIGH-RISE BUILDINGS	20,000 ریال	ON THE SEISMIC PERFORMANCE EVALUATION OF OUTRIGGER AND BELT TRUSS SYSTEMS FOR STEEL HIGH-RISE BUILDINGS عدد	20,000 ریال
×		COMPARING RESPONSE MODIFICATION FACTORS OF T-SHAPE RESISTANT FRAME WITH ECCENTRICALLY BRACED FRAME	20,000 ریال	COMPARING RESPONSE MODIFICATION FACTORS OF T-SHAPE RESISTANT FRAME WITH ECCENTRICALLY BRACED FRAME عدد	20,000 ریال
×		DAMAGE DETECTION IN 4-STORY STEEL BRACED FRAMES USING RESIDUAL FORCES BASED ON WAVELET TRANSFORM	20,000 ریال	DAMAGE DETECTION IN 4-STORY STEEL BRACED FRAMES USING RESIDUAL FORCES BASED ON WAVELET TRANSFORM 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
×		THREE-DIMENSIONAL INVESTIGATION OF ORTHOGONAL PAIRS OF ROLLERS ON CONCAVE BED (OPRCB) SEISMIC ISOLATOR	20,000 ریال	THREE-DIMENSIONAL INVESTIGATION OF ORTHOGONAL PAIRS OF ROLLERS ON CONCAVE BED (OPRCB) SEISMIC ISOLATOR عدد	20,000 ریال
×		NUMERICAL SIMULATION AND DYNAMIC ANALYSIS OF THE CONCRETE DIAPHRAGM WALL	20,000 ریال	NUMERICAL SIMULATION AND DYNAMIC ANALYSIS OF THE CONCRETE DIAPHRAGM WALL 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
×		SHAKE TABLE TESTS ON THE STEEL FLUID STORAGE TANK MODELS	20,000 ریال	SHAKE TABLE TESTS ON THE STEEL FLUID STORAGE TANK MODELS عدد	20,000 ریال
×		SINGLE GRAIN OSL DATING OF MIAM QANAT SYSTEM IN NE IRAN AND SLIP RATE DETERMINATION OF DASHTEBAYAZE FAULT	20,000 ریال	SINGLE GRAIN OSL DATING OF MIAM QANAT SYSTEM IN NE IRAN AND SLIP RATE DETERMINATION OF DASHTEBAYAZE FAULT عدد	20,000 ریال
×		ON THE IMPROVEMENT OF NONLINEAR STATIC PROCEDURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS CONSIDERING VARIOUS FAULTING MECHANISMS	20,000 ریال	ON THE IMPROVEMENT OF NONLINEAR STATIC PROCEDURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS CONSIDERING VARIOUS FAULTING MECHANISMS عدد	20,000 ریال
×		EFFECTS OF ADDING A SURFACE SOIL LAYER ON THE SEISMIC RESPONSE OF THE SITE	20,000 ریال	EFFECTS OF ADDING A SURFACE SOIL LAYER ON THE SEISMIC RESPONSE OF THE SITE عدد	20,000 ریال
×		STRUCTURE SPECIFIC GROUND MOTION SELECTION: PROS, CONS AND FUTURE DIRECTIONS	20,000 ریال	STRUCTURE SPECIFIC GROUND MOTION SELECTION: PROS, CONS AND FUTURE DIRECTIONS 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
×		SEISMIC BEHAVIOR ASSESSMENT OF PRECAST POST-TENSIONED SEGMENTAL BRIDGE’S UNDER NEAR-FAULT EARTHQUAKE	20,000 ریال	SEISMIC BEHAVIOR ASSESSMENT OF PRECAST POST-TENSIONED SEGMENTAL BRIDGE’S UNDER NEAR-FAULT EARTHQUAKE عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	360,000 ریال
مجموع	360,000 ریال

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