حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده EFFECT OF NEAR AND FAR FIELD EARTHQUAKES ON RAND CR RATIOS – CONSTANT DUCTILITY CONCEPT 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF THREE SPAN ARCH STONE BRIDGE IN DRODGARAN UNDER EARTHQUAKE 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF THE EFFECT OF PGV/PGA RATIO OF STRONG GROUND MOTIONS ON RESPONSES OF SOIL STRUCTURE SDOF SYSTEMS 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMICASSESSMENT OF STEEL FRAMES WITH DIFFERENT RESISTING SYSTEMS 20,000 ریال
20,000 ریال
× مكان گيرنده ON THE SEISMIC PERFORMANCE EVALUATION OF OUTRIGGER AND BELT TRUSS SYSTEMS FOR STEEL HIGH-RISE BUILDINGS 20,000 ریال
20,000 ریال
× مكان گيرنده COMPARING RESPONSE MODIFICATION FACTORS OF T-SHAPE RESISTANT FRAME WITH ECCENTRICALLY BRACED FRAME 20,000 ریال
20,000 ریال
× مكان گيرنده DAMAGE DETECTION IN 4-STORY STEEL BRACED FRAMES USING RESIDUAL FORCES BASED ON WAVELET TRANSFORM 20,000 ریال
20,000 ریال
× مكان گيرنده INTRODUCING A NEW TUNED MASS DAMPER SYSTEM 20,000 ریال
20,000 ریال
× مكان گيرنده THREE-DIMENSIONAL INVESTIGATION OF ORTHOGONAL PAIRS OF ROLLERS ON CONCAVE BED (OPRCB) SEISMIC ISOLATOR 20,000 ریال
20,000 ریال
× مكان گيرنده NUMERICAL SIMULATION AND DYNAMIC ANALYSIS OF THE CONCRETE DIAPHRAGM WALL 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT OF CANYON SHAPED TOPOGRAPHIC FEATURES ON SOIL LIQUEFACTION POTENTIA 20,000 ریال
20,000 ریال
× مكان گيرنده SHAKE TABLE TESTS ON THE STEEL FLUID STORAGE TANK MODELS 20,000 ریال
20,000 ریال
× مكان گيرنده SINGLE GRAIN OSL DATING OF MIAM QANAT SYSTEM IN NE IRAN AND SLIP RATE DETERMINATION OF DASHTEBAYAZE FAULT 20,000 ریال
20,000 ریال
× 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 EFFECTS OF ADDING A SURFACE SOIL LAYER ON THE SEISMIC RESPONSE OF THE SITE 20,000 ریال
20,000 ریال
× مكان گيرنده STRUCTURE SPECIFIC GROUND MOTION SELECTION: PROS, CONS AND FUTURE DIRECTIONS 20,000 ریال
20,000 ریال
× مكان گيرنده BEHAVIOR OF THE SHALLOW FOUNDATIONS UNDER THE SEISMIC LOADING BY NUMERICAL METHODS 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 THE IMPORTANCE OF RECORD SELECTION IN SEISMIC RESPONSE OF SECONDARY SYSTEMS 20,000 ریال
20,000 ریال
× مكان گيرنده PROGRESSIVE COLLAPSE OF A BUILDING WITH POST-TENSIONED CONNECTION 20,000 ریال
20,000 ریال
× مكان گيرنده PERFORMANCE –BASED SEISMIC RESPONSE OF BURIED STEEL PIPELINES 20,000 ریال
20,000 ریال
× مكان گيرنده NONLINEAR BEHAVIOUR OF CORRODED RC COLUMNS UNDER CYCLIC LOADING 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF SOIL-STRUCTURE INTERACTION EFFECTS USING SEISMIC CODES 20,000 ریال
20,000 ریال
× مكان گيرنده ACCURACY EVALUATION OF ADAPTIVE PUSHOVER METHOD BASED ON FACTOR MODAL COMBINATION RULE IN THE ESTIMATION OF IRREGULAR STRUCTURE RESPONSE 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 480,000 ریال
مجموع 480,000 ریال
ادامه جهت تسویه حساب