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سبد خرید

ادامه خرید “SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES RETROFITTED BY PRESTRESSED STEEL STRIPS” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		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
×		COLLAPSE CAPACITY ASSESSMENT OF REGULAR TALL BUILDINGS UNDER PULSE LIKE NEAR FIELD GROUND MOTIONS	20,000 ریال	COLLAPSE CAPACITY ASSESSMENT OF REGULAR TALL BUILDINGS UNDER PULSE LIKE NEAR FIELD GROUND MOTIONS عدد	20,000 ریال
×		ON THE IMPORTANCE OF PARAMETERS UNCERTAINTY IN SEISMIC PERFORMANCE OF GEOTECNICAL SYSTEMS	20,000 ریال	ON THE IMPORTANCE OF PARAMETERS UNCERTAINTY IN SEISMIC PERFORMANCE OF GEOTECNICAL SYSTEMS عدد	20,000 ریال
×		GENERATING THE EQUIVALENT LINEAR SYSTEMS OF NON-LINEAR MULTI-DEGREE OF FREEDOM STEEL MOMENT RESISTING FRAMES	20,000 ریال	GENERATING THE EQUIVALENT LINEAR SYSTEMS OF NON-LINEAR MULTI-DEGREE OF FREEDOM STEEL MOMENT RESISTING FRAMES عدد	20,000 ریال
×		STABILITY ASSESSMENT OF THE GMPES FOR IRANIAN GROUND MOTION DATABASE	20,000 ریال	STABILITY ASSESSMENT OF THE GMPES FOR IRANIAN GROUND MOTION DATABASE عدد	20,000 ریال
×		FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS	20,000 ریال	FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS عدد	20,000 ریال
×		COMPARING THE SHEAR STIFFNESS OF CALCAREOUS AND SILICATE SANDS UNDER DYNAMIC AND CYCLIC STRAINING	20,000 ریال	COMPARING THE SHEAR STIFFNESS OF CALCAREOUS AND SILICATE SANDS UNDER DYNAMIC AND CYCLIC STRAINING عدد	20,000 ریال
×		CALCULATION OF LATERAL LOAD ON BUILDING BASED ON ENERGY METHOD	20,000 ریال	CALCULATION OF LATERAL LOAD ON BUILDING BASED ON ENERGY METHOD عدد	20,000 ریال
×		APPLICATION OF PATTERN RECOGNITION TECHNIQUES TO LONG-TERM EARTHQUAKE PREDICTION IN ALBORZ REGION ON IRANIAN PLATE	20,000 ریال	APPLICATION OF PATTERN RECOGNITION TECHNIQUES TO LONG-TERM EARTHQUAKE PREDICTION IN ALBORZ REGION ON IRANIAN PLATE عدد	20,000 ریال
×		SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE	20,000 ریال	SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE عدد	20,000 ریال
×		THE UPLİFTİNG BEHAVİOR OF SHALLOW BURİED PİPELİNES WİTHİN THE LİQUEﬁABLE SOİLS UNDER CYCLİC LOADİNGS	20,000 ریال	THE UPLİFTİNG BEHAVİOR OF SHALLOW BURİED PİPELİNES WİTHİN THE LİQUEﬁABLE SOİLS UNDER CYCLİC LOADİNGS عدد	20,000 ریال
×		DYNAMIC STABILITY AND RESPONSE OF A BIO-INSPIRED TENSEGRITY STRUCTURAL COMPONENT UNDER EARTHQUAKE LOADING	20,000 ریال	DYNAMIC STABILITY AND RESPONSE OF A BIO-INSPIRED TENSEGRITY STRUCTURAL COMPONENT UNDER EARTHQUAKE LOADING عدد	20,000 ریال
×		EFFECT OF CONSTRUCTION QUALITY ON COLLAPSE PERFORMANCE MEASURES OF STEEL MOMENT-RESISTING FRAMES	20,000 ریال	EFFECT OF CONSTRUCTION QUALITY ON COLLAPSE PERFORMANCE MEASURES OF STEEL MOMENT-RESISTING FRAMES عدد	20,000 ریال
×		IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS	20,000 ریال	IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS عدد	20,000 ریال
×		MAJOR HISTORICAL EARTHQUAKES IN ROMANIA AND CONTEMPORARY SEISMIC RISK MANAGEMENT ACTIVITIES	20,000 ریال	MAJOR HISTORICAL EARTHQUAKES IN ROMANIA AND CONTEMPORARY SEISMIC RISK MANAGEMENT ACTIVITIES عدد	20,000 ریال
×		SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES RETROFITTED BY PRESTRESSED STEEL STRIPS	20,000 ریال	SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES RETROFITTED BY PRESTRESSED STEEL STRIPS عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	320,000 ریال
مجموع	320,000 ریال

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