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
× مكان گيرنده INVESTIGATION OF DETERIORATION BEHAVIOR OF HYSTERETIC LOOPS IN NONLINEAR STATIC ANALYSIS FOR SCMR FRAMES WITH SHEAR WALLS 20,000 ریال
20,000 ریال
× مكان گيرنده COMPARISON OF CYCLIC AND MONOTONIC BEHAVIOURS OF LOOSE CALCAREOUSE SAND USING HOLLOW CYLINDER TORSIONAL APPARATUS 20,000 ریال
20,000 ریال

جمع کل سبد خرید

جمع جزء 360,000 ریال
مجموع 360,000 ریال
ادامه جهت تسویه حساب