حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده EFFECTS OF MASS OF FOUNDATION ON SEISMIC RESPONSE OF GRAVITY DAMS UNDEAR NEAR-FAULT GROUND MOTION EXCITATION 20,000 ریال
20,000 ریال
× مكان گيرنده NONLINEAR BEHAVIOR OF RC FRAMES STRENGTHENED WITH STEEL GUSSET PLATES AND CURBS 20,000 ریال
20,000 ریال
× مكان گيرنده AN ANALYTICAL MODEL FOR STEEL SHEAR WALL STRENGTHENED WITH CFRP USING COMPOSITE THEORY 20,000 ریال
20,000 ریال
× مكان گيرنده A NEW VERTICAL SEISMOMETER BASED ON THE MOIRE TECHNIQUE 20,000 ریال
20,000 ریال
× مكان گيرنده A PROCEDURE FOR HARMONIZING DESIGN BASED ON STANDARD 2800 AND SEISMIC EVALUATION OF DOCUMENT 360 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC BEHAVIOUR OF TRIANGULAR ALLUVIAL VALLEYS SUBJECTED TO VERTICALLY PROPAGATING INCIDENT SV WAVES 20,000 ریال
20,000 ریال
× مكان گيرنده CORRECTION FACTORS INCLUDING NONCLASSICAL NATURE OF SOIL- STRUCTURE INTERACTION SPECTRAL ANALYSIS 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 SEISMIC ANALYSIS OF CONCRETE RECTANGULAR CONTAINERS ISOLATED BY DIFFERENT ISOLATION SYSTEMS 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 A NEW OPTICAL METHOD FOR DETECTING SEISMIC VIBRATIONS 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION 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 SOFTWARE STUDY AND COMPARISON SITE RESPONSE ANALYSIS RESULTS 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF UNSATURATED SOIL RESPONSE UNDER SEISMIC LOADING 20,000 ریال
20,000 ریال
× مكان گيرنده AN EXPERIMENTAL STUDY OF DEFECT’S EFFECTS IN DETAILING ON THE AXIAL CAPACITY OF EXISTING CONCRETE COLUMNS 20,000 ریال
20,000 ریال
× مكان گيرنده SIMULATION OF NEAR FAULT GROUND MOTIONS USING NEURO-FUZZY NETWORKS AND WAVELET ANALYSIS 20,000 ریال
20,000 ریال
× مكان گيرنده OMAN SEISMOLOGICAL NETWORK AND SEISMICITY 20,000 ریال
20,000 ریال
× مكان گيرنده HOW EFFICIENT THE GENERALIZED CONDITIONAL INTENSITY MEASURE IS? 20,000 ریال
20,000 ریال
× مكان گيرنده A SEMI ACTIVE CONTROL STRATEGY FOR SEISMIC TORSIONALLY COUPLED BUILDING STRUCTURES 20,000 ریال
20,000 ریال
× مكان گيرنده RELATIONS BETWEEN LIQUEFACTION RESISTANCE AND SHEAR WAVE VELOCITY AS AFFECTED BY AGING OF SAND DEPOSITS 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 420,000 ریال
مجموع 420,000 ریال
ادامه جهت تسویه حساب