English

سبد خرید

ادامه خرید “MODAL ANALYSIS FOR FLEXIBLE BASE ECCENTRIC BUILDINGS” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		THE ROLE OF TOPOGRAPHIC AMPLIFICATION IN SEISMIC SLOPE INSTABILITIES	20,000 ریال	THE ROLE OF TOPOGRAPHIC AMPLIFICATION IN SEISMIC SLOPE INSTABILITIES عدد	20,000 ریال
×		DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS	20,000 ریال	DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS عدد	20,000 ریال
×		THE EFFECT OF SOIL PROPERTIES UNCERTAINTY ON THE GROUND MOTIONS INTENSITY	20,000 ریال	THE EFFECT OF SOIL PROPERTIES UNCERTAINTY ON THE GROUND MOTIONS INTENSITY عدد	20,000 ریال
×		SEISMOTECTONICS OF BADRA-AMARAH FAULT, IRAN-IRAQ BORDER	20,000 ریال	SEISMOTECTONICS OF BADRA-AMARAH FAULT, IRAN-IRAQ BORDER عدد	20,000 ریال
×		A CONSTITUTIVE MODEL FOR SILTY SANDS	20,000 ریال	A CONSTITUTIVE MODEL FOR SILTY SANDS عدد	20,000 ریال
×		USING THE H/V SPECTRAL RATIO FOR ESTIMATING THE VULNERABILITY INDEX OF AN URBAN AREA	20,000 ریال	USING THE H/V SPECTRAL RATIO FOR ESTIMATING THE VULNERABILITY INDEX OF AN URBAN AREA عدد	20,000 ریال
×		NUMERICAL MODELING OF BURIED PIPELINES SUBJECTED TO SEISMIC SLOPE INSTABILITIES	20,000 ریال	NUMERICAL MODELING OF BURIED PIPELINES SUBJECTED TO SEISMIC SLOPE INSTABILITIES عدد	20,000 ریال
×		APPLICATION OF THE HIERARCHICAL SINGLE-SURFACE (HISS) PLASTICITY MODEL IN NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS UNDER MONOTONIC AND REVERSED CYCLIC LOADING	20,000 ریال	APPLICATION OF THE HIERARCHICAL SINGLE-SURFACE (HISS) PLASTICITY MODEL IN NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS UNDER MONOTONIC AND REVERSED CYCLIC LOADING عدد	20,000 ریال
×		MODAL ANALYSIS FOR FLEXIBLE BASE ECCENTRIC BUILDINGS	20,000 ریال	MODAL ANALYSIS FOR FLEXIBLE BASE ECCENTRIC BUILDINGS عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	180,000 ریال
مجموع	180,000 ریال

ادامه جهت تسویه حساب