حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده PARAMETRIC STUDY ON OPTIMUM DETERMINATION OF DOUBLE TUNNED MASS DAMPER (DTMD) CHARACTERISTICS FOR MOMENT – RESISTING STEEL FRAMES UNDER SEISMIC LOADING 20,000 ریال
20,000 ریال
× مكان گيرنده STUDY ON SEISMIC ANALYSIS OF BUILDINGS USING COMBINATION OF DIFFERENT ISOLATION SYSTEMS 20,000 ریال
20,000 ریال
× مكان گيرنده NUMERICAL AND EXPERIMENTAL SEISMIC EVALUATION OF CONFINED MASONRY WALL RETROFITTED BY POLYPROPYLENE FIBER, STEEL FIBER AND WIRE MESH REINFORCED SHOTCRETE 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF DIRECT-DISPLACEMENT BASED SEISMIC DESIGN METHOD FOR EBFs 20,000 ریال
20,000 ریال
× مكان گيرنده TWO DIMENSIONAL VELOCITY FIELD OF THE IRANIAN PLATEAU 20,000 ریال
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× مكان گيرنده SOURCE OF THE EARTHQUAKE DOUBLET OF 11TH AUGUST 2012, NORTHWESTERN IRAN, FROM OBSERVATION OF GLOBAL SEISMIC ARRAYS AND LOCAL NETWORKS 20,000 ریال
20,000 ریال
× مكان گيرنده DEVELOPMENT OF SIMPLE METHOD FOR RECORD SELECTION IN STRUCTURAL COLLAPSE RISK ASSESSMENT 20,000 ریال
20,000 ریال
× مكان گيرنده DYNAMIC EQUATIONS OF BIDIRECTIONAL MOTION OF THE UPLIFT-RESTRAINED OPRCB ISOLATOR 20,000 ریال
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× مكان گيرنده THE DETERMINATION OF MODIFICATION FACTOR FOR OUTRIGGER BRACED STRUCTURES USING TIME HISTORY ANALYSIS 20,000 ریال
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× مكان گيرنده SEISMIC PERFORMANCE STUDY OF UNREINFORCED AND MESH REINFORCED MASONRY BUILDINGS 20,000 ریال
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× مكان گيرنده NONLINEAR DYNAMIC ANALYSIS OF THE LINK BEAM OF NEAR-FIELD EARTHQUAKE 20,000 ریال
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× مكان گيرنده DEVELOPING EARTHQUAKE DAMAGE AND CASUALTY ASSESSMENT MODEL 20,000 ریال
20,000 ریال
× مكان گيرنده SHEAR WAVE VELOCITY DEPOSIT ZONATION IN CITY OF BABOLSAR 20,000 ریال
20,000 ریال
× مكان گيرنده A NUMERICAL STUDY ON THE DAMAGED RC SHEAR WALLS WITH OPENINGS RETROFITTED BY FRP SHEETS 20,000 ریال
20,000 ریال
× مكان گيرنده NUMERICAL SIMULATION OF CONTAINER SHAPE EFFECTS ON SEISMIC BEHAVIOR OF TLDS 20,000 ریال
20,000 ریال
× مكان گيرنده ENHANCEMENT OF CONCRETE MOMENT FRAMES SEISMIC BEHAVIOR USING SMA/ECC MATERIALS 20,000 ریال
20,000 ریال
× مكان گيرنده CRUSTAL GEOMETRY AND TRASNSITION ZONE BOUNDARIES BENEATH IRAN 20,000 ریال
20,000 ریال
× مكان گيرنده STUDY THE DYNAMIC RESPONSE OF A REINFORCED CONCRETE STRUCTURE DESIGNED IN ACCORDANCE WITH THE TERMS OF THE EXPLOSION SEISMIC LOAD 20,000 ریال
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جمع کل سبد خرید

جمع جزء 360,000 ریال
مجموع 360,000 ریال
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