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سبد خرید

ادامه خرید “OPERATIONAL FEASIBILITY OF LIQUEFACTION REMEDIAL TECHNIQUES UNDER GAS PIPELINES IN URBAN AREAS, AND COMPARING ITS COST CONSIDERING THE WORN-OUT URBAN TEXTURE” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		DETERMINING THE DESIGN SPECTRUM OF THE NEAR FIELD IN VARIOUS DISTANCES FROM FAULT FOR SOIL TYPE II IN IRAN	20,000 ریال	DETERMINING THE DESIGN SPECTRUM OF THE NEAR FIELD IN VARIOUS DISTANCES FROM FAULT FOR SOIL TYPE II IN IRAN عدد	20,000 ریال
×		EVALUATION OF WALL THICKNESS EFFECTS ON SEISMIC BEHAVIOR OF ABOVEGROUND CYLINDRICAL ANCHORED AND UNANCHORED STEEL TANKS	20,000 ریال	EVALUATION OF WALL THICKNESS EFFECTS ON SEISMIC BEHAVIOR OF ABOVEGROUND CYLINDRICAL ANCHORED AND UNANCHORED STEEL TANKS 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
×		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
×		A COMPARATIVE STUDY ON ESTIMATION OF LATERAL DISPLACEMENT AT FIRST YIELDING OF MRF STRUCTURES	20,000 ریال	A COMPARATIVE STUDY ON ESTIMATION OF LATERAL DISPLACEMENT AT FIRST YIELDING OF MRF STRUCTURES عدد	20,000 ریال
×		ESTIMATION OF STEEL MRFS STRENGTH REDUCTION FACTOR (BEHAVIOR FACTOR) BY IMPLEMENTING DIFFERENT CONVENTIONAL AND ADVANCED NONLINEAR STATIC ANALYSIS	20,000 ریال	ESTIMATION OF STEEL MRFS STRENGTH REDUCTION FACTOR (BEHAVIOR FACTOR) BY IMPLEMENTING DIFFERENT CONVENTIONAL AND ADVANCED NONLINEAR STATIC ANALYSIS عدد	20,000 ریال
×		COMPARISON OF SEISMIC RISK OF LOW RISE IMPORTANT BUILDINGS DESIGEND BY DIFFERENT EDITIONS OF IRANIAN SEISMIC CODE	20,000 ریال	COMPARISON OF SEISMIC RISK OF LOW RISE IMPORTANT BUILDINGS DESIGEND BY DIFFERENT EDITIONS OF IRANIAN SEISMIC CODE عدد	20,000 ریال
×		THE MULTILAMINATE MODEL FOR PUSHOVER ANALYSIS OF LARGE SCALE UNREINFORCED MASONRY STRUCTURES	20,000 ریال	THE MULTILAMINATE MODEL FOR PUSHOVER ANALYSIS OF LARGE SCALE UNREINFORCED MASONRY STRUCTURES عدد	20,000 ریال
×		EVALUATION OF SEISMIC RESPONSE OF TALL BUILDINGS WITH FRAMED TUBE SKELETONS IN HIGH SEISMIC AREAS	20,000 ریال	EVALUATION OF SEISMIC RESPONSE OF TALL BUILDINGS WITH FRAMED TUBE SKELETONS IN HIGH SEISMIC AREAS عدد	20,000 ریال
×		THE COMPARISON OF SEISMIC PERFORMANCE OF THE BRACES EQUIPPED WITH BRB AND RBS	20,000 ریال	THE COMPARISON OF SEISMIC PERFORMANCE OF THE BRACES EQUIPPED WITH BRB AND RBS 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
×		THE PSEUDO-DYNAMIC ANALYSIS OF CRITICAL NON-CIRCULAR SLIP SURFACE IN EARTH SLOPES	20,000 ریال	THE PSEUDO-DYNAMIC ANALYSIS OF CRITICAL NON-CIRCULAR SLIP SURFACE IN EARTH SLOPES عدد	20,000 ریال
×		PREDICTION OF DUCTILE FRACTURE IN NOTCHED STEEL PLATES USING SMCS METHOD	20,000 ریال	PREDICTION OF DUCTILE FRACTURE IN NOTCHED STEEL PLATES USING SMCS METHOD عدد	20,000 ریال
×		EFFECT OF SOIL DEPTH ON SEISMIC SITE AMPLIFICATION	20,000 ریال	EFFECT OF SOIL DEPTH ON SEISMIC SITE AMPLIFICATION 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
×		OPERATIONAL FEASIBILITY OF LIQUEFACTION REMEDIAL TECHNIQUES UNDER GAS PIPELINES IN URBAN AREAS, AND COMPARING ITS COST CONSIDERING THE WORN-OUT URBAN TEXTURE	20,000 ریال	OPERATIONAL FEASIBILITY OF LIQUEFACTION REMEDIAL TECHNIQUES UNDER GAS PIPELINES IN URBAN AREAS, AND COMPARING ITS COST CONSIDERING THE WORN-OUT URBAN TEXTURE عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	320,000 ریال
مجموع	320,000 ریال

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