حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده COMPARISON OF CYCLIC AND MONOTONIC BEHAVIOURS OF LOOSE CALCAREOUSE SAND USING HOLLOW CYLINDER TORSIONAL APPARATUS 20,000 ریال
20,000 ریال
× مكان گيرنده PROBABILISTIC ASSESSMENT OF VERTICAL IRREGULARITY EFFECTS ON THE SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING BUILDINGS 20,000 ریال
20,000 ریال
× مكان گيرنده NONLINEAR SEISMIC ANALYSIS OF STEEL TANKS UNDER HORIZONTAL AND VERTICAL BASE EXCITATIONS 20,000 ریال
20,000 ریال
× مكان گيرنده MODELLING SEISMIC RECORD AND SOIL TEST RESULT BY NEURAL COMPUTING WITH GENETIC ALGORITHM 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF LIQUEFACTION TRIGGERING UTILIZING PERTINENT UNCERTAINTIES 20,000 ریال
20,000 ریال
× مكان گيرنده PARAMETRIC STUDY OF NONLINEAR INERTIAL COUPLING EFFECTS IN ASYMMETRIC BASE-ISOLATED STRUCTURES 20,000 ریال
20,000 ریال
× مكان گيرنده OMAN SEISMOLOGICAL NETWORK AND SEISMICITY 20,000 ریال
20,000 ریال
× مكان گيرنده AN EQUIVALENT TRUSS MODEL FOR NONLINEAR STATIC ANALYSIS OF URM BUILDINGS 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECTS OF SOIL-STRUCTURE INTRACTION ON THE SEISMIC RESPONSE OF EXISTING BRACED STEEL FRAMES 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF DYNAMIC CHARACTERISTICS OF IIEES SHAKING TABLE FOUNDATION USING FORCED VIBRATION TESTS 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF THE EFFECTIVENESS OF RISK REDUCTION MEASURES FOR EARTHQUAKE ASSOCIATED GEO-HAZARDS IN TEHRAN 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC ASSESSMENT OF SHEAR-WALLS WITH ROCKING APPROACH 20,000 ریال
20,000 ریال
× مكان گيرنده THE EFFECT OF MULTI LAYERS OF CFRP ON LOADING CAPACITY OF STRENGTHENED REINFORCED CONCRETE BEAMS BY EBROG METHOD AND COMPARING IT USING ONE LAYER OF AFRP 20,000 ریال
20,000 ریال
× مكان گيرنده RELIABILTY BASED TOPOLOGY OPTIMIZATION FOR THE SEISMIC DESIGN OF TRUSS-LIKE STRUCTURES 20,000 ریال
20,000 ریال
× مكان گيرنده PREDICTION OF THE EARTHQUAKE MOMENT MAGNITUDE BY USE OF THE MULTILAYER PERCEPTRON NEURAL NETWORK 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF UNSATURATED SOIL RESPONSE UNDER SEISMIC LOADING 20,000 ریال
20,000 ریال
× مكان گيرنده ESTIMATION OF ECONOMIC LOSSES DUE TO EARTHQUAKE IN LIFELINE SYSTEMS 20,000 ریال
20,000 ریال
× مكان گيرنده SITE SPECIFIC SPECTRA CONSIDERATIONS FOR HIGH-RISE BUILDINGS 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECTS OF PULSE-LIKE GROUND MOTIONS PARAMETERS ON MAXIMUM INTER-STORY DRIFT SPECTRA 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 380,000 ریال
مجموع 380,000 ریال
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