حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECTIVENESS OF THE PUSHOVER ANALYSIS ETHOD FOR THE SEISMICRESPONSE TIMATION OF BUILDINGS SUBJECTEDTO NEAR-FAULT AND FAR-FAULT GROUND MOTIONS 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT(S) OF LOWER CRUST FLOW AND RECENT TECTONIC ACTIVITIES IN ZAGROS 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT OF SHEAR DEFORMATION ON THE FUNDAMENTAL FREQUENCIES OF COMPOSITE LAMINATES IN DIFFERENT THICKNESS 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT OF SOIL DEPTH ON SEISMIC SITE AMPLIFICATION 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT OF STIFFENERS ON THE ANGLE OF INCLINATION IN STEEL PLATE EARWALLS 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT OF POSSIBLE ROTATION IN THE BOTTOM OF COLUMNS ON THE STRENGTH OF INFILLED STEEL FRAME 20,000 ریال
20,000 ریال
× مكان گيرنده ECONOMIC AND MANAGEMENT SURVEYING AND COMPARISON OF SOIL IMPROVEMENT METHODS 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT OF THE ASSUMED DESIGNING SEISMIC COEFFICIENT ON SAFETY MARGIN AGAINST PROGRESSIVE COLLAPSE OF STEEL MOMENT RESISTING FRAME BUILDINGS 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT OF BIDIRECTIONAL NEAR FIELD GROUND MOTIONS ON INELASTIC RESPONSE OF 3D MODELED RC FRAME BUILDINGS 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 200,000 ریال
مجموع 200,000 ریال
ادامه جهت تسویه حساب