حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده A NEW APPROACH FOR TUNING ATMD IN ORDER TO IMPROVE SEISMIC RELIABILITY INDEX OF STRUCTURES 20,000 ریال
20,000 ریال
× مكان گيرنده NONLINEAR BEHAVIOR OF CONCRETE STIFFENED STEEL PLATE SHEAR WALL 20,000 ریال
20,000 ریال
× مكان گيرنده THE EFFECT OF SOURCE DISTANCE IN DETERMINATION OF SITE-SPECIFIC HAZARD SPECTRUM 20,000 ریال
20,000 ریال
× مكان گيرنده IMPROVEMENT OF LIQUEFACTION RESISTANCE OF SAND BY CEMENTATION 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC PERFORMANCE ASSESSMENT OF MULTISTORY BUILDINGS WITH NON-STRUCTURAL HOLLOW CLAY TILE INFILLS 20,000 ریال
20,000 ریال
× مكان گيرنده NONLINEAR STATIC ANALYSIS OF REINFORCED CONCRETE MID-RISE TRUCTURES WITH SOFT STORY 20,000 ریال
20,000 ریال
× مكان گيرنده THE EFFECT OF FAULT PLANE ANGLE ON THE STRUCTURAL RESPONSE OF BURIED STEEL PIPELINE SUBJECTED TO FAULT MOVEMENT 20,000 ریال
20,000 ریال
× مكان گيرنده SHEAR DESIGN OF BRIDGE BEAMS BY STRUT-AND-TIE MODEL 20,000 ریال
20,000 ریال
× مكان گيرنده FORECAST APPROXIMATE RELATIONS RS-μ-ΤS-ΤB FOR SEISMICALLY ISOLATED STRUCTURES VIA USING ARTIFICIAL BEE COLONY ALGORITHM AND REGRESSION MODEL 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT OF LOCAL SOIL CONDITIONS ON GROUND SURFACE RESPONSES 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC EVALUATION OF DUAL HINGE DESIGN APPROACH OF RC SHEAR WALL IN DUAL STRUCTURAL SYSTEM CONSIDERING NEAR FIELD EARTHQUAKES 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 220,000 ریال
مجموع 220,000 ریال
ادامه جهت تسویه حساب