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سبد خرید

ادامه خرید “COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		STABILITY OF MICROTREMORS FOR SOME SELECTED SITES IN TEHRAN	20,000 ریال	STABILITY OF MICROTREMORS FOR SOME SELECTED SITES IN TEHRAN 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
×		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
×		COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN	20,000 ریال	COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN عدد	40,000 ریال
×		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
×		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
×		FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS	20,000 ریال	FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS عدد	20,000 ریال
×		IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS	20,000 ریال	IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	160,000 ریال
مجموع	160,000 ریال

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