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• W2276324076 endingPage "27" @default.
• W2276324076 startingPage "13" @default.
• W2276324076 abstract "Seismic vulnerability assessment for steel X-braced and chevron-braced RC frames has been performed via development of analytical fragility curves. Several parameters including the height of the frame, the P-Δ effect, the fraction of base shear for which the bracing system has been designed and type of bracing system have been investigated. Definition of damage states based on the descriptions as provided by HAZUS which gives the limit states and the associated inter-storey drift limits for RC buildings has been used. The results of fragility curves show that strengthening the concrete frames by internal steel bracing can reduce the probability of damage and this reduction is higher when chevron bracing system is used." @default.
• W2276324076 created "2016-06-24" @default.
• W2276324076 creator A5016027361 @default.
• W2276324076 creator A5057364129 @default.
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• W2276324076 date "2015-01-01" @default.
• W2276324076 modified "2023-09-26" @default.
• W2276324076 title "SEISMIC FRAGILITY ASSESSMENT OF STEEL X-BRACED AND CHEVRON-BRACED RC FRAMES" @default.
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• W2276324076 hasPublicationYear "2015" @default.
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