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
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× مكان گيرنده NONLINEAR BEHAVIOR OF RC FRAMES STRENGTHENED WITH STEEL GUSSET PLATES AND CURBS 20,000 ریال
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× مكان گيرنده AN ANALYTICAL MODEL FOR STEEL SHEAR WALL STRENGTHENED WITH CFRP USING COMPOSITE THEORY 20,000 ریال
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× مكان گيرنده A NEW VERTICAL SEISMOMETER BASED ON THE MOIRE TECHNIQUE 20,000 ریال
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× مكان گيرنده A PROCEDURE FOR HARMONIZING DESIGN BASED ON STANDARD 2800 AND SEISMIC EVALUATION OF DOCUMENT 360 20,000 ریال
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× مكان گيرنده SEISMIC BEHAVIOUR OF TRIANGULAR ALLUVIAL VALLEYS SUBJECTED TO VERTICALLY PROPAGATING INCIDENT SV WAVES 20,000 ریال
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× 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
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× مكان گيرنده SEISMIC ANALYSIS OF CONCRETE RECTANGULAR CONTAINERS ISOLATED BY DIFFERENT ISOLATION SYSTEMS 20,000 ریال
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× مكان گيرنده EFFECTS OF SOIL-STRUCTURE INTRACTION ON THE SEISMIC RESPONSE OF EXISTING BRACED STEEL FRAMES 20,000 ریال
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× مكان گيرنده A NEW OPTICAL METHOD FOR DETECTING SEISMIC VIBRATIONS 20,000 ریال
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× مكان گيرنده EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION 20,000 ریال
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× مكان گيرنده RELIABILTY BASED TOPOLOGY OPTIMIZATION FOR THE SEISMIC DESIGN OF TRUSS-LIKE STRUCTURES 20,000 ریال
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× مكان گيرنده SOFTWARE STUDY AND COMPARISON SITE RESPONSE ANALYSIS RESULTS 20,000 ریال
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× مكان گيرنده EVALUATION OF UNSATURATED SOIL RESPONSE UNDER SEISMIC LOADING 20,000 ریال
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× مكان گيرنده AN EXPERIMENTAL STUDY OF DEFECT’S EFFECTS IN DETAILING ON THE AXIAL CAPACITY OF EXISTING CONCRETE COLUMNS 20,000 ریال
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× مكان گيرنده SIMULATION OF NEAR FAULT GROUND MOTIONS USING NEURO-FUZZY NETWORKS AND WAVELET ANALYSIS 20,000 ریال
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جمع کل سبد خرید

جمع جزء 340,000 ریال
مجموع 340,000 ریال