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سبد خرید

ادامه خرید “EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		AN EQUIVALENT TRUSS MODEL FOR NONLINEAR STATIC ANALYSIS OF URM BUILDINGS	20,000 ریال	AN EQUIVALENT TRUSS MODEL FOR NONLINEAR STATIC ANALYSIS OF URM BUILDINGS عدد	20,000 ریال
×		EFFECTS OF PULSE-LIKE GROUND MOTIONS PARAMETERS ON MAXIMUM INTER-STORY DRIFT SPECTRA	20,000 ریال	EFFECTS OF PULSE-LIKE GROUND MOTIONS PARAMETERS ON MAXIMUM INTER-STORY DRIFT SPECTRA عدد	20,000 ریال
×		SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE	20,000 ریال	SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE عدد	20,000 ریال
×		THE SPECTRAL SHAPE EFFECT ON THE COLLAPSE OF ASYMMETRIC RC-SMF BUILDINGS	0 ریال	THE SPECTRAL SHAPE EFFECT ON THE COLLAPSE OF ASYMMETRIC RC-SMF BUILDINGS عدد	0 ریال
×		COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN	20,000 ریال	COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN عدد	20,000 ریال
×		EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS	20,000 ریال	EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	100,000 ریال
مجموع	100,000 ریال

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