حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
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20,000 ریال
× مكان گيرنده THE IMPACT OF FLANGE DIMENSIONS OF VERTICAL LINK BEAM ON ITS SEISMIC PERFORMANCE 20,000 ریال
20,000 ریال
× مكان گيرنده MUTUAL EFFECTS OF UPLIFT AND SOIL-STRUCTURE INTERACTION ON NONLINEAR DYNAMIC RESPONSES 20,000 ریال
20,000 ریال
× مكان گيرنده ESTIMATION OF STEEL MRFS STRENGTH REDUCTION FACTOR (BEHAVIOR FACTOR) BY IMPLEMENTING DIFFERENT CONVENTIONAL AND ADVANCED NONLINEAR STATIC ANALYSIS 20,000 ریال
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× مكان گيرنده SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE 20,000 ریال
20,000 ریال
× مكان گيرنده APPLICATION OF VELOCITY SPECTRAL ORDINATES TO ESTIMATE SEISMIC DISPLACEMENT DEMANDS OF STRUCTURES 20,000 ریال
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× مكان گيرنده FREQUENCY CONTENTS OF STRONG MOTIONS FROM ROMANIAN SUBCRUSTAL EARTHQUAKES 20,000 ریال
20,000 ریال
× مكان گيرنده ESTIMATION OF DISPLACEMENT AMPLIFICATION FACTOR (C1) IN THE CASE OF FOUNDATION ROCKING AND DETERMINING THE PROBABILITY OF OCCURRENCE OF THIS EVENT DURING THE EARTHQUAKE BY USING A RELIABILITY ANALYSIS 20,000 ریال
20,000 ریال
× مكان گيرنده ON THE IMPORTANCE OF PARAMETERS UNCERTAINTY IN SEISMIC PERFORMANCE OF GEOTECNICAL SYSTEMS 20,000 ریال
20,000 ریال
× مكان گيرنده ON THE IMPROVEMENT OF NONLINEAR STATIC PROCEDURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS CONSIDERING VARIOUS FAULTING MECHANISMS 20,000 ریال
20,000 ریال
× مكان گيرنده A SURVEY OF RISK TAKING ANALYSIS AND PREDICTION OF MAGNITUDE AND TIME OF EARTHQUAKE IN SAN FRANCISCO BY ARTIFICIAL NEURAL NETWORK 20,000 ریال
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جمع کل سبد خرید

جمع جزء 240,000 ریال
مجموع 240,000 ریال
ادامه جهت تسویه حساب