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
× مكان گيرنده PREDICTION OF THE EARTHQUAKE MOMENT MAGNITUDE BY USE OF THE MULTILAYER PERCEPTRON NEURAL NETWORK 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT OF RESIDUAL STRENGTH ON THE BEHAVIOUR OF ENERGY DISSIPATING AT STEEL-BRACED FRAME WITH LOW DAMAGE SYSTEM 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 460,000 ریال
مجموع 460,000 ریال
ادامه جهت تسویه حساب