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سبد خرید

ادامه خرید “VELOCITY STRUCTURE IMAGING BY INVERSIONS OF RAYLEIGH WAVE ELLIPTICITY APPLICATION TO THE ARAK CITY, IRAN” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		OPTIMAL SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES	20,000 ریال	OPTIMAL SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES عدد	20,000 ریال
×		ASSESSING BUILDINGS VULNERABILITY METHODS AGAINST EARTHQUAKE (QUALITATIVE AND ATC METHODS)	20,000 ریال	ASSESSING BUILDINGS VULNERABILITY METHODS AGAINST EARTHQUAKE (QUALITATIVE AND ATC METHODS) عدد	20,000 ریال
×		EVALUATION OF EFFECTIVE PARAMETERS ON SEISMIC BEHAVIOR OF STEEL BRACED FRAME WITH CONTROLLED ROCKING APPROACH	20,000 ریال	EVALUATION OF EFFECTIVE PARAMETERS ON SEISMIC BEHAVIOR OF STEEL BRACED FRAME WITH CONTROLLED ROCKING APPROACH عدد	20,000 ریال
×		INVESTIGATION ON THE EFFECT OF LATERAL SPREADING ON THE LONGITUDINALLY BURIED PIPELINES USING 1G SHAKING TABLE TESTS	20,000 ریال	INVESTIGATION ON THE EFFECT OF LATERAL SPREADING ON THE LONGITUDINALLY BURIED PIPELINES USING 1G SHAKING TABLE TESTS عدد	20,000 ریال
×		THE EFFECTS OF SOIL THICKNESS ON REVERSE FAULT RUPTURE PROPAGATION	20,000 ریال	THE EFFECTS OF SOIL THICKNESS ON REVERSE FAULT RUPTURE PROPAGATION عدد	20,000 ریال
×		ECONOMIC AND MANAGEMENT SURVEYING AND COMPARISON OF SOIL IMPROVEMENT METHODS	20,000 ریال	ECONOMIC AND MANAGEMENT SURVEYING AND COMPARISON OF SOIL IMPROVEMENT METHODS عدد	20,000 ریال
×		SEISMIC EVALUATION OF RC FRAMES USING DISPLACEMENT-BASED ADAPTIVE PUSHOVER METHOD	20,000 ریال	SEISMIC EVALUATION OF RC FRAMES USING DISPLACEMENT-BASED ADAPTIVE PUSHOVER METHOD عدد	20,000 ریال
×		AN INVESTIGATION OF SEISMIC BEHAVIOR OF SEGMENTAL TUNNEL LINING USING 1G SHAKING TABLE TESTS	20,000 ریال	AN INVESTIGATION OF SEISMIC BEHAVIOR OF SEGMENTAL TUNNEL LINING USING 1G SHAKING TABLE TESTS عدد	20,000 ریال
×		ANALYSIS OF TWO-DIMENSIONAL ELASTODYNAMICS PROBLEMS USING THE NOVEL SCALED BOUNDARY BASED DECOUPLED EQUATIONS METHOD	20,000 ریال	ANALYSIS OF TWO-DIMENSIONAL ELASTODYNAMICS PROBLEMS USING THE NOVEL SCALED BOUNDARY BASED DECOUPLED EQUATIONS METHOD عدد	20,000 ریال
×		APPLYING COMMUNICATIVE-PERSUASIVE THEORIES IN PROMOTING EARTHQUAKES SAFETY CULTURE	20,000 ریال	APPLYING COMMUNICATIVE-PERSUASIVE THEORIES IN PROMOTING EARTHQUAKES SAFETY CULTURE عدد	20,000 ریال
×		STRUCTURAL MATURITY OF BLIND FAULTS IN ZAGROS FOLD AND THRUST BELT	20,000 ریال	STRUCTURAL MATURITY OF BLIND FAULTS IN ZAGROS FOLD AND THRUST BELT عدد	20,000 ریال
×		HYBRID PRECAST CONCRETE SOLID SHEAR WALLS FOR SEISMIC REGIONS	20,000 ریال	HYBRID PRECAST CONCRETE SOLID SHEAR WALLS FOR SEISMIC REGIONS عدد	20,000 ریال
×		ANALYSIS OF RC STRUCTURES CONSIDERING REBARS CORROSION	20,000 ریال	ANALYSIS OF RC STRUCTURES CONSIDERING REBARS CORROSION عدد	20,000 ریال
×		SELF-CENTERING CAPABILITY OF SHAPE MEMORY ALLOY (SMA)-BASED SUPERELASTICITY-ASSISTED SLIDER (SSS)	20,000 ریال	SELF-CENTERING CAPABILITY OF SHAPE MEMORY ALLOY (SMA)-BASED SUPERELASTICITY-ASSISTED SLIDER (SSS) عدد	20,000 ریال
×		MODELING OF RECOVERY RATE OF INFRASTRUCTURE SYSTEM USING THE COVARIATE BASED MODEL	20,000 ریال	MODELING OF RECOVERY RATE OF INFRASTRUCTURE SYSTEM USING THE COVARIATE BASED MODEL عدد	20,000 ریال
×		EARTHQUAKE RISK MANAGEMENT USING NANOTECHNOLOGIES: A STUDY ON CENTRAL PART OF METROPOLITAN TEHRAN	20,000 ریال	EARTHQUAKE RISK MANAGEMENT USING NANOTECHNOLOGIES: A STUDY ON CENTRAL PART OF METROPOLITAN TEHRAN عدد	20,000 ریال
×		DECENTRALIZED SEMI-ACTIVE SEISMIC CONTROL USING FUZZY CONTROLLER	20,000 ریال	DECENTRALIZED SEMI-ACTIVE SEISMIC CONTROL USING FUZZY CONTROLLER عدد	20,000 ریال
×		VELOCITY STRUCTURE IMAGING BY INVERSIONS OF RAYLEIGH WAVE ELLIPTICITY APPLICATION TO THE ARAK CITY, IRAN	20,000 ریال	VELOCITY STRUCTURE IMAGING BY INVERSIONS OF RAYLEIGH WAVE ELLIPTICITY APPLICATION TO THE ARAK CITY, IRAN عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	360,000 ریال
مجموع	360,000 ریال

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