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

جمع کل سبد خرید

جمع جزء 280,000 ریال
مجموع 280,000 ریال
ادامه جهت تسویه حساب