حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده ASSESSMENT OF DISPLACEMENT COEFFICIENT METHODS OF FEMA356 AND ASCE41-06 FOR SEISMIC EVALUATION OF REINFORCED CONCRETE FRAMES WITH CONCRETE SHEAR WALLS 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 OPTIMAL SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES 20,000 ریال
20,000 ریال
× مكان گيرنده CONTROL OF ASYMMETRIC PLAN BUILDINGS WITH ACTIVE TUNED MASS DAMPER USING GENETIC ALGORITHM 20,000 ریال
20,000 ریال
× مكان گيرنده THE EFFECT OF STRUCTURAL STEEL PARAMETER AND QUALITY OF CONSTRUCTION UNCERTAINTIES ON SEISMIC PERFORMANCE OF A SPECIAL MOMENT RESISTING FRAME 20,000 ریال
20,000 ریال
× مكان گيرنده THE EFFECTS OF MASS ECCENTRICITY SCENARIO ON THE SEISMIC TORSIONAL BEHAVIOUR OF RC/MR BUILDINGS 20,000 ریال
20,000 ریال
× مكان گيرنده CFRP-RETROFITTING OF REINFORCED CONCRETE FRAMES CONSIDERING NONLINEAR SOIL-STRUCTURE INTERACTION 20,000 ریال
20,000 ریال
× مكان گيرنده A SOFT COMPUTING METHOD FOR AUTOMATED DAMAGE MAPPING SING VHR IMAGERY 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
× مكان گيرنده THE EFFECT OF PANEL ZONE ON SEISMIC BEHAVIOR OF STEEL MOMENT RESISTING FRAME IN THE NEAR AND FAR SOURCE 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 200,000 ریال
مجموع 200,000 ریال