حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
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× مكان گيرنده MUTUAL EFFECTS OF UPLIFT AND SOIL-STRUCTURE INTERACTION ON NONLINEAR DYNAMIC RESPONSES 20,000 ریال
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× مكان گيرنده ADDITION OF CONCRETE SHEAR WALLS; A TYPICAL RETROFITTING METHOD FOR MASONRY BUILDINGS 20,000 ریال
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× مكان گيرنده ESTIMATION OF DISPLACEMENT AMPLIFICATION FACTOR (C1) IN THE CASE OF FOUNDATION ROCKING AND DETERMINING THE PROBABILITY OF OCCURRENCE OF THIS EVENT DURING THE EARTHQUAKE BY USING A RELIABILITY ANALYSIS 20,000 ریال
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جمع کل سبد خرید

جمع جزء 400,000 ریال
مجموع 400,000 ریال
ادامه جهت تسویه حساب