حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده EVALUATION OF THE MODIFICATION FACTOR OF INFILLS ACCEPTANCE CRITERIA (LINEAR ANALYSIS) WITH STEEL AND CONCRETE SURROUNDED FRAMES,BASED ON EXPERIMENTAL RESULTS 20,000 ریال
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× مكان گيرنده COLLAPSE CAPACITY ASSESSMENT OF REGULAR TALL BUILDINGS UNDER PULSE LIKE NEAR FIELD GROUND MOTIONS 20,000 ریال
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× مكان گيرنده ON THE IMPORTANCE OF PARAMETERS UNCERTAINTY IN SEISMIC PERFORMANCE OF GEOTECNICAL SYSTEMS 20,000 ریال
20,000 ریال
× مكان گيرنده GENERATING THE EQUIVALENT LINEAR SYSTEMS OF NON-LINEAR MULTI-DEGREE OF FREEDOM STEEL MOMENT RESISTING FRAMES 20,000 ریال
20,000 ریال
× مكان گيرنده STABILITY ASSESSMENT OF THE GMPES FOR IRANIAN GROUND MOTION DATABASE 20,000 ریال
20,000 ریال
× مكان گيرنده FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS 20,000 ریال
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× مكان گيرنده COMPARING THE SHEAR STIFFNESS OF CALCAREOUS AND SILICATE SANDS UNDER DYNAMIC AND CYCLIC STRAINING 20,000 ریال
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× مكان گيرنده CALCULATION OF LATERAL LOAD ON BUILDING BASED ON ENERGY METHOD 20,000 ریال
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× مكان گيرنده APPLICATION OF PATTERN RECOGNITION TECHNIQUES TO LONG-TERM EARTHQUAKE PREDICTION IN ALBORZ REGION ON IRANIAN PLATE 20,000 ریال
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× مكان گيرنده SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE 20,000 ریال
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× مكان گيرنده THE UPLİFTİNG BEHAVİOR OF SHALLOW BURİED PİPELİNES WİTHİN THE LİQUEfiABLE SOİLS UNDER CYCLİC LOADİNGS 20,000 ریال
20,000 ریال
× مكان گيرنده DYNAMIC STABILITY AND RESPONSE OF A BIO-INSPIRED TENSEGRITY STRUCTURAL COMPONENT UNDER EARTHQUAKE LOADING 20,000 ریال
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× مكان گيرنده EFFECT OF CONSTRUCTION QUALITY ON COLLAPSE PERFORMANCE MEASURES OF STEEL MOMENT-RESISTING FRAMES 20,000 ریال
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× مكان گيرنده IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS 20,000 ریال
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× مكان گيرنده MAJOR HISTORICAL EARTHQUAKES IN ROMANIA AND CONTEMPORARY SEISMIC RISK MANAGEMENT ACTIVITIES 20,000 ریال
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× مكان گيرنده SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES RETROFITTED BY PRESTRESSED STEEL STRIPS 20,000 ریال
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× مكان گيرنده LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD 20,000 ریال
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× مكان گيرنده IMPROVEMENT OF KHORJINI CONNECTIONS 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF LIQUEFACTION TRIGGERING UTILIZING PERTINENT UNCERTAINTIES 20,000 ریال
20,000 ریال
× مكان گيرنده TRANSPORTATION NETWORK RESILIENCY AS A MEASURE OF PERFORMANCE THROUGHOUT EARTHQUAKE, A PARADIGM SHIFT 20,000 ریال
20,000 ریال
× مكان گيرنده RELIABILITY ASSESSMENT ON FLEXURAL DESIGN OF FRP-RC BEAMS TAKING INTO ACCOUNT EARTHQUAKE LOAD COMBINATIONS 20,000 ریال
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× مكان گيرنده MONTE CARLO SIMULATIONS OF SOIL AMPLIFICATION FUNCTIONS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSIS – CASE STUDY: TEHRAN, THE CAPITAL CITY OF IRAN 20,000 ریال
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× مكان گيرنده ALL STEEL BUCKLING RESTRAINED BRACE WITH OPTIMUM GEOMETRY 20,000 ریال
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جمع کل سبد خرید

جمع جزء 460,000 ریال
مجموع 460,000 ریال
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