حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده THE IMPACT OF FLANGE DIMENSIONS OF VERTICAL LINK BEAM ON ITS SEISMIC PERFORMANCE 20,000 ریال
20,000 ریال
× مكان گيرنده INFLUENCE OF UNDERGROUND CAVITY ON THE SEISMIC RESPONSE OF U-SHAPED CANYON USING BEM 20,000 ریال
20,000 ریال
× مكان گيرنده LONG-TERM EARTHQUAKE FORECAST FOR IRAN 20,000 ریال
20,000 ریال
× مكان گيرنده EMERGENCY EVACUATION OF SUBWAY STATIONS DURING A DISASTER, STUDY CASE: “STATION 5 OF TURO” 20,000 ریال
20,000 ریال
× مكان گيرنده THE EFFECT OF MASONRY INFILLS ON SEISMIC RESPONSE OF RC STRUCTURES 20,000 ریال
20,000 ریال
× مكان گيرنده ASSESSMENT PROGRESSIVE COLLAPSE IN CONCRETE STRUCTURES 20,000 ریال
20,000 ریال
× مكان گيرنده CHARACTERISTIC EARTHQUAKE HAZARD IN TEHRAN REGION 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC ASSESSMENT OF BASE-ISOLATED BUILDINGS UNDER THE EFFECT OF NEAR-FAULT EARTHQUAKES 20,000 ریال
20,000 ریال
× مكان گيرنده EXPERIMENTAL ANALYSIS OF GROUND VIBRATION DUE TO TAPERED PILES DRIVING 20,000 ریال
20,000 ریال
× مكان گيرنده ASSESSMENT OF THE RELATIONSHIP- SOCIAL CAPITAL PREPAREDNESS OF SIRJAN HOUSEHOLDES TO EARTHQUAKE 20,000 ریال
20,000 ریال
× مكان گيرنده A TYPE OF UPLIFT RESTRAINER FOR THE OPRCB ISOLATORS 20,000 ریال
20,000 ریال
× مكان گيرنده THE EFFECT OF SOIL PERMEABILITY ON THE LIQUEFACTION BEHAVIOR OF SAND SUBJECTED TO CYCLIC LOADING 20,000 ریال
20,000 ریال
× مكان گيرنده PARAMETRIC STUDY OF THE BEHAVIOR OF CONCRETE BLOCK QUAY WALLS PORT PARS PETROCHEMICAL UNDER NEAR-FIELD EARTHQUAKE 20,000 ریال
20,000 ریال
× مكان گيرنده COMPARISON OF THE BEHAVIOR OF THE MASONRY INFILLED FRAMES SUBJECTED TO DISTRIBUTED AND CONCENTRATED LOADING 20,000 ریال
20,000 ریال
× مكان گيرنده ESTIMATION OF SEISMIC RISK IN TEHRAN METROPOLITAN 20,000 ریال
20,000 ریال
× مكان گيرنده THE EFFECT OF LONG-TERM CORROSION ON DYNAMIC BEHAVIOUR OF UNANCHORED STEEL CYLINDRICAL TANKS 20,000 ریال
20,000 ریال
× مكان گيرنده ASSESS THE DAMAGE AND LOSSES CAUSED BY THE ARTHQUAKE OF AHAR, HARRIS AND VARZEQHAN AND REVIEWS THE WORK DONE IN THE FIELD OF CRISIS MANAGEMENT 20,000 ریال
20,000 ریال
× مكان گيرنده AN INVESTIGATION OF ECCENTRICALLY BRACED FRAMES WITH DIFFERENT GEOMETRICAL PATTERNS 20,000 ریال
20,000 ریال
× مكان گيرنده ON THE BEHAVIOR OF THE STEEL PLATE SHEAR WALLS WITH UNEQUAL COLUMNS 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECTS OF FLING STEP AND FORWARD DIRECTIVITY ON SEISMIC RESPONSES OF SOIL SITES 20,000 ریال
20,000 ریال
× مكان گيرنده FREQUENCY CONTENTS OF STRONG MOTIONS FROM ROMANIAN SUBCRUSTAL EARTHQUAKES 20,000 ریال
20,000 ریال
× مكان گيرنده APPLYING VALUE ANALYSIS IN DESIGN OF ISOLATED STRUCTURES 20,000 ریال
20,000 ریال
× مكان گيرنده AN ELASTOPLASTIC BOUNDING SURFACE MODEL FOR FIBROUS FINE-GRAINED SOILS 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 460,000 ریال
مجموع 460,000 ریال
ادامه جهت تسویه حساب