حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده THE EFFECT OF MASONRY INFILLS ON THE PERFORMANCE OF LOW- AND MID-RISE STEEL BUILDINGS WITH MOMENT-RESISTING FRAMES 20,000 ریال
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× مكان گيرنده SELECTING BUILDING VULNERABILITY FUNCTIONS FOR EARTHQUAKE LOSS ESTIMATION STUDIES 20,000 ریال
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× مكان گيرنده RELATION BETWEEN THE RUPTURE OF SEDIMENTARY ROCK AND THE RUPTURE OF BASEMENT IN THE ZAGROS SIMPLY FOLDED BELT, IRAN 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 PERFORMANCEOF REPLACEABLE STEEL COUPLE BEAM IN RC SHEAR WALLS 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF ADAPTIVE PUSHOVER METHODS IN STRUCTURES WITH VERTICAL STRENGTH IRREGULARITIES 20,000 ریال
20,000 ریال
× مكان گيرنده FLEXURAL STRENGTH AND MOMENT-CURVATURE CHARACTERISTICS OF SLENDER RECTANGULAR RC WALL SECTIONS 20,000 ریال
20,000 ریال
× مكان گيرنده SCALING OF GROUND MOTION RECORDS FOR NONLINEAR TIME HISTORY ANALYSIS OF STRUCTURES 20,000 ریال
20,000 ریال
× مكان گيرنده ASSESSMENT OF DISPLACEMENT-BASED ADAPTIVE PUSHOVER (DAP) CAPABILITY TO ESTIMATE SEISMIC INELASTIC DEMANDS OF SMRF’S 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATING THE EFFECT OF SYMMETRY ON SEISMIC BEHAVIOR OF IRREGULAR BUILDINGS IN PLAN 20,000 ریال
20,000 ریال
× مكان گيرنده DESIGN CONCEPT OF RETROFITTED RC BEAM-COLUMN JOINTS BY PRESTRESSED JOINT ENLARGEMENT 20,000 ریال
20,000 ریال
× مكان گيرنده AN INVESTIGATION ON THE UPLIFT FORCES IN BUILDINGS EQUIPPED WITH OPRCB ISOLATORS 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATING THE EFFECT OF TWO AND THREE- COMPONENT EXCITATION OF EARTHQUAKE ON IRREGULAR BRIDGE RESPONSE ACCORDING TO 139 AND 463 IRANIAN CODES-A CASE STUDY 20,000 ریال
20,000 ریال
× مكان گيرنده ESTIMATION OF ECONOMIC LOSSES DUE TO EARTHQUAKE IN LIFELINE SYSTEMS 20,000 ریال
20,000 ریال
× مكان گيرنده PROPORTIONAL LOCATION OF BRACES TO REDUCE TORSION EFFECT AND WEIGHT OF STRUCTURES 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC ASSESSMENT DEMAND OF ISOLATED BUILDINGS 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 SEISMIC EVALUATION OF PRECAST CONCRETE BUILDING WITH LARGE PANEL 20,000 ریال
20,000 ریال
× مكان گيرنده DETERMINATION OF CONCENTRATION OF EARTHQUAKES CLUSTERING 20,000 ریال
20,000 ریال
× مكان گيرنده THE ROLE OF TOPOGRAPHIC AMPLIFICATION IN SEISMIC SLOPE INSTABILITIES 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF THE EFFECTS OF MODELING UNCERTAINTIES ON THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE FRAMES 20,000 ریال
20,000 ریال
× مكان گيرنده DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC CRITICAL EXCITATION FOR EARTHQUAKE INPUT ENERGY 20,000 ریال
20,000 ریال
× مكان گيرنده COMPARISON OF SEISMIC HAZARD CURVES BASED ON OBSERVED AND SIMULATED EVENTS: CASE STUDY OF THE CITY OF TEHRAN, IRAN 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 480,000 ریال
مجموع 480,000 ریال
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