حذف آیتم تصویر بند انگشتی محصول قیمت تعداد جمع جزء
× مكان گيرنده A STUDY ON HIGH FREQUENCY DECAY PARAMETER (KAPPA) FROM VARZAGHAN-AHAR DOUBLE EARTHQUAKES, NORTHWESTERN IRAN (MW 6.5 & 6.3) 20,000 ریال
20,000 ریال
× مكان گيرنده PERFORMANCE OF STRENGTH VERTICAL IRREGULAR STEEL BUILDINGS IN NEAR- FAULT GROUND MOTIONS 20,000 ریال
20,000 ریال
× مكان گيرنده STIFFNESS MATRIX OF SHEAR-TYPE BUILDINGS EXTRACTED FROM OUTPUT-ONLY DATA 20,000 ریال
20,000 ریال
× مكان گيرنده THE IMPORTANCE OF RECORD SELECTION IN SEISMIC RESPONSE OF SECONDARY SYSTEMS 20,000 ریال
20,000 ریال
× مكان گيرنده COMPARISON OF SEISMIC RISK OF LOW RISE IMPORTANT BUILDINGS DESIGEND BY DIFFERENT EDITIONS OF IRANIAN SEISMIC CODE 20,000 ریال
20,000 ریال
× مكان گيرنده EVALUATION OF THE EFFECT OF LINK BEAMS STIFFENERS WITH DIFFERENT CROSS-SECTIONS 20,000 ریال
20,000 ریال
× مكان گيرنده EFECT OF RIGIDITY OF BEAM TO COLUMN CONNECTION IN STRENGTH AND STIFFNESS OF THE INFILL FRAME 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS 20,000 ریال
20,000 ریال
× مكان گيرنده THE EFFECT OF STRUCTURAL STEEL PARAMETER AND QUALITY OF CONSTRUCTION UNCERTAINTIES ON SEISMIC PERFORMANCE OF A SPECIAL MOMENT RESISTING FRAME 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 IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS 20,000 ریال
20,000 ریال
× مكان گيرنده LANDSLIDE HAZARD ZONATION OF THE TEHRAN METROPOLIS 20,000 ریال
20,000 ریال
× مكان گيرنده SEISMIC EVALUATION OF PRECAST CONCRETE BUILDING WITH LARGE PANEL 20,000 ریال
20,000 ریال
× مكان گيرنده AN ARTIFICIAL NEURAL NETWORK TO PREDICT EARTHQUAKE IN SOME PARTS OF HORMOZGAN PROVINCE 20,000 ریال
20,000 ریال
× مكان گيرنده EFFECTS OF FLING STEP AND FORWARD DIRECTIVITY ON SEISMIC RESPONSES OF SOIL SITES 20,000 ریال
20,000 ریال
× مكان گيرنده SELF-CENTERING CAPABILITY OF SHAPE MEMORY ALLOY (SMA)-BASED SUPERELASTICITY-ASSISTED SLIDER (SSS) 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 320,000 ریال
مجموع 320,000 ریال