حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده FORECAST APPROXIMATE RELATIONS RS-μ-ΤS-ΤB FOR SEISMICALLY ISOLATED STRUCTURES VIA USING ARTIFICIAL BEE COLONY ALGORITHM AND REGRESSION MODEL 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT OF LOCAL SOIL CONDITIONS ON GROUND SURFACE RESPONSES 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC EVALUATION OF DUAL HINGE DESIGN APPROACH OF RC SHEAR WALL IN DUAL STRUCTURAL SYSTEM CONSIDERING NEAR FIELD EARTHQUAKES 20,000 ریال
20,000 ریال
× مكان گيرنده ASSESSMENT OF SEISMIC RESPONSE PARAMETERS OF TALL BUILDINGS WITH TUBE IN TUBE STRUCTURAL SKELETON 20,000 ریال
20,000 ریال
× مكان گيرنده EMERGENCY SETTLEMENT EXPERIENCES IN IRAN: LESSONS TOWARD MORE EFFICIENCY IN POST-QUAKE 20,000 ریال
20,000 ریال
× مكان گيرنده IMPROVEMENT OF SEISMIC CONTROL OF CABLE - STAYED BRIDGE USING SIMULTANEOUS ANALYSIS OF COST AND LOSS 20,000 ریال
20,000 ریال
× مكان گيرنده PHYSICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC PERFORMANCE EVALUATION OF RC SHEAR WALLS WITH IRREGULAR OPENING 20,000 ریال
20,000 ریال
× مكان گيرنده PERFORMANCE STUDY OF CONCRETE STRUCTURES OF HOSPITALS IN KERMAN, IRAN 20,000 ریال
20,000 ریال
× مكان گيرنده A NEWLY GROWING APPROACH TO RIGOROUS MODELING OF SSI 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC VULNERABILITY ASSESSMENT OF RC MOMENT FRAMES USING KRATZING CUMULATIVE DAMAGE CONSIDERING THE EFFECT OF SOIL-STRUCTURE INTERACTION 20,000 ریال
20,000 ریال
× مكان گيرنده NUMERICAL ANALYSIS OF THE BEHAVIOR OF CONCENTRICALLY BRACED FRAMES UNDER CYCLIC LOADING CONSIDERING COLUMN ORIENTATION 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF EARTHQUAKE SAFETY DRILL (CASE STUDY:13TH EARTHQUAKE SAFETY DRILL IN TEHRAN SCHOOLS) 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC BEHAVIOR OF DECK OF SEGMENTAL POST-TENSIONED BRIDGES UNDER VERTICAL EARTHQUAKE MOTIONS USING PUSH-OVER (DOWN AND UP) ANALYSIS 20,000 ریال
20,000 ریال
× مكان گيرنده INVESTIGATION OF DETERIORATION BEHAVIOR OF HYSTERETIC LOOPS IN NONLINEAR STATIC ANALYSIS FOR SCMR FRAMES WITH SHEAR WALLS 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 300,000 ریال
مجموع 300,000 ریال
ادامه جهت تسویه حساب