حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده APPLYING “DELIBERATE DIRECTING OF AMAGE” IDEA FOR CREATION OF REPAIRABLE STEEL BUILDINGS BY USING ROCKING TUBULAR FRAME TRUCTURAL SYSTEM AND YIELDING-PLATE DAMPERS ATFOUNDATION LEVEL 20,000 ریال
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× مكان گيرنده THE IMPORTANCE OF RECORD SELECTION IN SEISMIC RESPONSE OF SECONDARY SYSTEMS 20,000 ریال
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× مكان گيرنده LONG-TERM EARTHQUAKE FORECAST FOR IRAN 20,000 ریال
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× مكان گيرنده EVALUATION ON THE IMPACTS OF DAMAGES TO HAZARDOUS FACILITIES IN TEHRAN BY POTENTIAL EARTHQUAKES 20,000 ریال
20,000 ریال
× مكان گيرنده CORRELATION BETWEEN B-VALUE AND DIFFERENT STYLES OF FAULTING IN THE CASPIAN SEA REGION 20,000 ریال
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× مكان گيرنده SPATIAL ANALYSIS OF SOCIO-ECONOMIC VULNERABILITY OF BOJNORD CITY TO EARTHQUAKES USING SPATIAL MULTI-CRITERIA MODEL IN GIS 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC BEHAVIOR ASSESSMENT OF PRECAST POST-TENSIONED SEGMENTAL BRIDGE’S UNDER NEAR-FAULT EARTHQUAKE 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECTS OF ADDING A SURFACE SOIL LAYER ON THE SEISMIC RESPONSE OF THE SITE 20,000 ریال
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× مكان گيرنده SEISMIC PERFORMANCE EVALUATION OF RC SHEAR WALLS WITH IRREGULAR OPENING 20,000 ریال
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× مكان گيرنده ON THE ADEQUACY OF THE STEP SIZES RECOMMENDED FOR TIME INTEGRATION IN LINEAR TRANSIENT ANALYSIS OF MID-RISE BUILDINGS 20,000 ریال
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× مكان گيرنده ON THE IMPROVEMENT OF NONLINEAR STATIC PROCEDURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS CONSIDERING VARIOUS FAULTING MECHANISMS 20,000 ریال
20,000 ریال
× مكان گيرنده EXPERIMENTAL INVESTIGATION OF AXIAL LOAD EFFECT ON SEISMIC PERFORMANCE OF EXTERIOR BEAM-COLUMN JOINTS REINFORCED WITH PLAIN ROUND BARS 20,000 ریال
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× مكان گيرنده ISOGEOMETRIC ANALYSIS FOR THE NUMERICAL SOLUTION OF WAVE EQUATION 20,000 ریال
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× مكان گيرنده THE EFFECT OF MASONRY INFILLS ON SEISMIC RESPONSE OF RC STRUCTURES 20,000 ریال
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× مكان گيرنده EVALUATION OF ESSENTIAL STRUCTURES PERFORMANCE UNDER MAINSHOCK-AFTERSHOCKS SEQUENCE-TYPE GROUND MOTIONS 20,000 ریال
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× مكان گيرنده THREE-DIMENSIONAL INVESTIGATION OF ORTHOGONAL PAIRS OF ROLLERS ON CONCAVE BED (OPRCB) SEISMIC ISOLATOR 20,000 ریال
20,000 ریال
× مكان گيرنده A NOTE ON THE SEISMIC RESPONSE PARAMETERS OF RGULAR AND BRB DIAGONAL BRACED STRUCTURAL SKELETONS IN STEEL MIDRISE BUILDINGS 20,000 ریال
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× مكان گيرنده ENHANCING PERFORMANCE OF OVAL-SHAPED DAMPERS IN CHEVRONBRACED STEEL FRAMES USING LATERAL STIFFENING PLATES 20,000 ریال
20,000 ریال
× مكان گيرنده ASSESSMENT PROGRESSIVE COLLAPSE IN CONCRETE STRUCTURES 20,000 ریال
20,000 ریال
× مكان گيرنده NONLINEAR BEHAVIOR OF CONCRETE STIFFENED STEEL PLATE SHEAR WALL 20,000 ریال
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× مكان گيرنده PROGRESSIVE COLLAPSE OF A BUILDING WITH POST-TENSIONED CONNECTION 20,000 ریال
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× مكان گيرنده SEISMICASSESSMENT OF STEEL FRAMES WITH DIFFERENT RESISTING SYSTEMS 20,000 ریال
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× مكان گيرنده OPTIMAL ACTIVE CONTROL OF ASYMMETRIC PLAN BUILDINGS WITH TORSIONAL EFFECT 20,000 ریال
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جمع کل سبد خرید

جمع جزء 460,000 ریال
مجموع 460,000 ریال
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