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سبد خرید

ادامه خرید “EVALUATION OF THE EFFECTS OF MODELING UNCERTAINTIES ON THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE FRAMES” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
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×		PERFORMANCE OF MIDRISE ASYMMETRIC STEEL BUILDINGS WITH PERIMETER MOMENT FRAMES AND INTERNAL BRACED FRAMES AGAINST STRONG GROUND MOTIONS	20,000 ریال	PERFORMANCE OF MIDRISE ASYMMETRIC STEEL BUILDINGS WITH PERIMETER MOMENT FRAMES AND INTERNAL BRACED FRAMES AGAINST STRONG GROUND MOTIONS عدد	20,000 ریال
×		EFFECT OF SOIL-STRUCTURE INTERACTION ON SEISMIC DEMANDS OF STRUCTURES IN DESIGN PROCEDURES	20,000 ریال	EFFECT OF SOIL-STRUCTURE INTERACTION ON SEISMIC DEMANDS OF STRUCTURES IN DESIGN PROCEDURES عدد	20,000 ریال
×		STUDY OF LIQUEFACTION ON BURIED PIPELINES DURING EARTHQUAKE BY CASE STUDY OF THE 2013 DASHTI EARTHQUAKE	20,000 ریال	STUDY OF LIQUEFACTION ON BURIED PIPELINES DURING EARTHQUAKE BY CASE STUDY OF THE 2013 DASHTI EARTHQUAKE عدد	20,000 ریال
×		COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CONFINED UNREINFORCED MASONRY WALLS CONSTRUCTED BY SOLID AND HOLLOW BRICKS	20,000 ریال	COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CONFINED UNREINFORCED MASONRY WALLS CONSTRUCTED BY SOLID AND HOLLOW BRICKS عدد	20,000 ریال
×		DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS	20,000 ریال	DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS عدد	20,000 ریال
×		THE EFFECTS OF NEAR-FIELD AND FAR-FIELD MULTIPLE EARTHQUAKES ON SINGLE STORY RC FRAMES	20,000 ریال	THE EFFECTS OF NEAR-FIELD AND FAR-FIELD MULTIPLE EARTHQUAKES ON SINGLE STORY RC FRAMES عدد	20,000 ریال
×		RAPID ESTIMATION OF FRAGILITY CURVES USING ENDURANCE TIME METHOD	20,000 ریال	RAPID ESTIMATION OF FRAGILITY CURVES USING ENDURANCE TIME METHOD عدد	20,000 ریال
×		HIGH RESOLUTION IMAGE OF UPPERMOST MANTLE BENEATH ZAGROS CONTINENTAL COLLISION	20,000 ریال	HIGH RESOLUTION IMAGE OF UPPERMOST MANTLE BENEATH ZAGROS CONTINENTAL COLLISION 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
×		THE EFFECT OF MASONRY INFILLS ON THE PERFORMANCE OF LOW- AND MID-RISE STEEL BUILDINGS WITH MOMENT-RESISTING FRAMES	20,000 ریال	THE EFFECT OF MASONRY INFILLS ON THE PERFORMANCE OF LOW- AND MID-RISE STEEL BUILDINGS WITH MOMENT-RESISTING FRAMES عدد	20,000 ریال
×		SEISMIC BEHAVIOUR OF TRIANGULAR ALLUVIAL VALLEYS SUBJECTED TO VERTICALLY PROPAGATING INCIDENT SV WAVES	20,000 ریال	SEISMIC BEHAVIOUR OF TRIANGULAR ALLUVIAL VALLEYS SUBJECTED TO VERTICALLY PROPAGATING INCIDENT SV WAVES عدد	20,000 ریال
×		SOFTWARE STUDY AND COMPARISON SITE RESPONSE ANALYSIS RESULTS	20,000 ریال	SOFTWARE STUDY AND COMPARISON SITE RESPONSE ANALYSIS RESULTS عدد	20,000 ریال
×		SEISMIC ANALYSIS OF CONCRETE RECTANGULAR CONTAINERS ISOLATED BY DIFFERENT ISOLATION SYSTEMS	20,000 ریال	SEISMIC ANALYSIS OF CONCRETE RECTANGULAR CONTAINERS ISOLATED BY DIFFERENT ISOLATION SYSTEMS عدد	20,000 ریال
×		EVALUATION OF THE EFFECTS OF MODELING UNCERTAINTIES ON THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE FRAMES	20,000 ریال	EVALUATION OF THE EFFECTS OF MODELING UNCERTAINTIES ON THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE FRAMES عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	340,000 ریال
مجموع	340,000 ریال

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