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سبد خرید

ادامه خرید “DYNAMIC SOIL-STRUCTURE INTERACTION OF MODERN WIND TURBINES” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		SEISMIC PERFORMANCE ASSESSMENT OF MULTISTORY BUILDINGS WITH NON-STRUCTURAL HOLLOW CLAY TILE INFILLS	20,000 ریال	SEISMIC PERFORMANCE ASSESSMENT OF MULTISTORY BUILDINGS WITH NON-STRUCTURAL HOLLOW CLAY TILE INFILLS عدد	20,000 ریال
×		THE EFFECT OF SOURCE DISTANCE IN DETERMINATION OF SITE-SPECIFIC HAZARD SPECTRUM	20,000 ریال	THE EFFECT OF SOURCE DISTANCE IN DETERMINATION OF SITE-SPECIFIC HAZARD SPECTRUM عدد	20,000 ریال
×		NONLINEAR SEISMIC ANALYSIS OF REINFORCED CONCRETE SHEAR WALL CONSIDERING BOND- SLIP EFFECT	20,000 ریال	NONLINEAR SEISMIC ANALYSIS OF REINFORCED CONCRETE SHEAR WALL CONSIDERING BOND- SLIP EFFECT عدد	20,000 ریال
×		PRESENTING AN OBJECT-ORIENTED METHOD FOR BUILDING EXTRACTION AND ESTIMATING THE DAMAGE BY ANN ALGORITHM USING VHR DATA	20,000 ریال	PRESENTING AN OBJECT-ORIENTED METHOD FOR BUILDING EXTRACTION AND ESTIMATING THE DAMAGE BY ANN ALGORITHM USING VHR DATA عدد	20,000 ریال
×		EVALUATION OF THE MODIFICATION FACTOR OF INFILLS ACCEPTANCE CRITERIA (LINEAR ANALYSIS) WITH STEEL AND CONCRETE SURROUNDED FRAMES,BASED ON EXPERIMENTAL RESULTS	20,000 ریال	EVALUATION OF THE MODIFICATION FACTOR OF INFILLS ACCEPTANCE CRITERIA (LINEAR ANALYSIS) WITH STEEL AND CONCRETE SURROUNDED FRAMES,BASED ON EXPERIMENTAL RESULTS عدد	20,000 ریال
×		MODIFICATION OF RISK-UE INDEX USING MICROTREMORS FOR UNREINFORCED MASONRY BUILDINGS IN KERMANSHAH CITY	20,000 ریال	MODIFICATION OF RISK-UE INDEX USING MICROTREMORS FOR UNREINFORCED MASONRY BUILDINGS IN KERMANSHAH CITY عدد	20,000 ریال
×		YIELDING-CURVED-BARS & HEMISPHERE CORE ENERGY DISSIPATING DEVICE AS THE CENTRAL SUPPORT OF REPAIRABLE BUILDINGS WITH SEE-SAW MOTION	20,000 ریال	YIELDING-CURVED-BARS & HEMISPHERE CORE ENERGY DISSIPATING DEVICE AS THE CENTRAL SUPPORT OF REPAIRABLE BUILDINGS WITH SEE-SAW MOTION عدد	20,000 ریال
×		LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD	20,000 ریال	LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD عدد	20,000 ریال
×		THE EFFECT OF FAULT PLANE ANGLE ON THE STRUCTURAL RESPONSE OF BURIED STEEL PIPELINE SUBJECTED TO FAULT MOVEMENT	20,000 ریال	THE EFFECT OF FAULT PLANE ANGLE ON THE STRUCTURAL RESPONSE OF BURIED STEEL PIPELINE SUBJECTED TO FAULT MOVEMENT عدد	20,000 ریال
×		EVALUATION OF THE EFFICIENCY OF GROUND MOTION SELECTION METHODS IN ASSESSMENT OF THE SEISMIC DEMANDS WITH SIGNIFICANT HIGHER MODE EFFECTS	20,000 ریال	EVALUATION OF THE EFFICIENCY OF GROUND MOTION SELECTION METHODS IN ASSESSMENT OF THE SEISMIC DEMANDS WITH SIGNIFICANT HIGHER MODE EFFECTS عدد	20,000 ریال
×		COMPARING PID AND LQR CONTROL METHODS FOR ACTIVE VIBRATION CONTROL OF STRUCTURES	20,000 ریال	COMPARING PID AND LQR CONTROL METHODS FOR ACTIVE VIBRATION CONTROL OF STRUCTURES عدد	20,000 ریال
×		CONTRIBUTION OF SOIL MATERIAL DAMPING TO THE DEMANDS OF SOIL-MDOF STRUCTURE SYSTEMS	20,000 ریال	CONTRIBUTION OF SOIL MATERIAL DAMPING TO THE DEMANDS OF SOIL-MDOF STRUCTURE SYSTEMS عدد	20,000 ریال
×		IMPROVING PLASTIC THEORY BASED FORMULA FOR ULTIMATE STERNGTHS OF INFILLED FRAMES	20,000 ریال	IMPROVING PLASTIC THEORY BASED FORMULA FOR ULTIMATE STERNGTHS OF INFILLED FRAMES عدد	20,000 ریال
×		EVALUATION OF DECONSTRUCTION, RECONSTRUCTION AND RETROFITTING NATIONAL PLAN FOR SCHOOLS	20,000 ریال	EVALUATION OF DECONSTRUCTION, RECONSTRUCTION AND RETROFITTING NATIONAL PLAN FOR SCHOOLS عدد	20,000 ریال
×		DYNAMIC SOIL-STRUCTURE INTERACTION OF MODERN WIND TURBINES	20,000 ریال	DYNAMIC SOIL-STRUCTURE INTERACTION OF MODERN WIND TURBINES عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	300,000 ریال
مجموع	300,000 ریال

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