حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده ASSESSMENT OF DISPLACEMENT COEFFICIENT METHODS OF FEMA356 AND ASCE41-06 FOR SEISMIC EVALUATION OF REINFORCED CONCRETE FRAMES WITH CONCRETE SHEAR WALLS 20,000 ریال
20,000 ریال
× مكان گيرنده IMPROVING SEISMIC BEHAVIOR OF HEIGHT IRREGULAR STRUCTURES USING VISCOUS DAMPER DISTRIBUTION 20,000 ریال
20,000 ریال
× مكان گيرنده RELATIONS BETWEEN LIQUEFACTION RESISTANCE AND SHEAR WAVE VELOCITY AS AFFECTED BY AGING OF SAND DEPOSITS 20,000 ریال
20,000 ریال
× مكان گيرنده INVESTIGATING THE ADEQUACY OF IRANIAN SEISMIC FOR DESIGN OF STEEL STRUCTURES NEAR- FAULT AREA CASE STUDY: AHAR AND VARZEGHAN CITIES OF EAST AZARBAIJAN 20,000 ریال
20,000 ریال
× مكان گيرنده OPTIMAL SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES 20,000 ریال
20,000 ریال
× مكان گيرنده SETTLEMENT OF SHALLOW FOOTING RESTED ON LIQUEFIABLE SAND: PHYSICAL MODELING 20,000 ریال
20,000 ریال
× مكان گيرنده AN INVESTIGATION ON THE UPLIFT FORCES IN BUILDINGS EQUIPPED WITH OPRCB ISOLATORS 20,000 ریال
20,000 ریال
× مكان گيرنده HOW EFFICIENT THE GENERALIZED CONDITIONAL INTENSITY MEASURE IS? 20,000 ریال
20,000 ریال
× مكان گيرنده RELATION BETWEEN THE RUPTURE OF SEDIMENTARY ROCK AND THE RUPTURE OF BASEMENT IN THE ZAGROS SIMPLY FOLDED BELT, IRAN 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 180,000 ریال
مجموع 180,000 ریال
ادامه جهت تسویه حساب