حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION ON THE SEISMIC DEMANDS OF LOW-RISE MOMENT-RESISTING FRAME BUILDINGS 20,000 ریال
20,000 ریال
× مكان گيرنده UPPER BOUND SEISMIC STABILITY ANALYSIS OF EMBEDDED FOOTINGS 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC HAZARD ANALYSIS OF SHIRAZ & TABRIZ PIPELINES BY EMPLOYMENT OF PROBABILISTIC & STATISTICAL METHODS 20,000 ریال
20,000 ریال
× 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 PROPOSED STRATEGIES FOR DISASTER PREPAREDNESS: SILAKHOR (DARB-E-ASTANEH) EARTHQUAKE, IRAN 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 NONLINEAR STATIC ANALYSIS OF REINFORCED CONCRETE MID-RISE TRUCTURES WITH SOFT STORY 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 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 IMPROVEMENT OF SEISMIC CONTROL OF CABLE - STAYED BRIDGE USING SIMULTANEOUS ANALYSIS OF COST AND LOSS 20,000 ریال
20,000 ریال
× مكان گيرنده EMERGENCY SETTLEMENT EXPERIENCES IN IRAN: LESSONS TOWARD MORE EFFICIENCY IN POST-QUAKE 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 EFFECTS OF ADDING A SURFACE SOIL LAYER ON THE SEISMIC RESPONSE OF THE SITE 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 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 300,000 ریال
مجموع 300,000 ریال
ادامه جهت تسویه حساب