حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
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× مكان گيرنده RARID ESTIMATION OF EPICENTARL DISTANCE USING INITIAL PORTION OF P-WAVE 20,000 ریال
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× مكان گيرنده DIVIDING THE SKELETON OF REGULAR CONCRETE STRUCTURE BUILDINGS INTO INTERACTIVE PARTS AND  USING DAMPERS BETWEEN THEM IN ORDER TO REDUCE THE SEISMIC RESPONSE 20,000 ریال
20,000 ریال
× مكان گيرنده DAMAGE ESTIMATION OF 3-STORY STEEL BRACED FRAME WITH KHORJINI CONNECTIONS AND INFILL WALLS FOR TEHRAN 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECTS OF THE MULTI-SUPPORT EXCITATION ON LINEAR RESPONSE OF ONE-STORY BUILDINGS 20,000 ریال
20,000 ریال
× مكان گيرنده ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION ON THE SEISMIC DEMANDS OF LOW-RISE MOMENT-RESISTING FRAME BUILDINGS 20,000 ریال
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× مكان گيرنده YIELDING-CURVED-BARS & HEMISPHERE CORE ENERGY DISSIPATING DEVICE AS THE CENTRAL SUPPORT OF REPAIRABLE BUILDINGS WITH SEE-SAW MOTION 20,000 ریال
20,000 ریال
× مكان گيرنده MODELLING OF REINFORCED CONCRETE BUILDING WITH ASYMMETRIC PLAN EQUIPPED BY SEMI-ACTIVE TUNED MASS DAMPER USING FUZZY CONTROLLER 20,000 ریال
20,000 ریال
× 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 180,000 ریال
مجموع 180,000 ریال
ادامه جهت تسویه حساب