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《Journal of Fuzhou University(Natural Science Edition)》 2009-06
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Analysis on performance of reinforced concrete frame structure with steel-bracing based on ETABS

DAI Hong - jun,QI Ai (College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China)  
Computer models of frame with steel - bracing are made,seismic - performance of the models are calcaulated by adopting base - shear method,spectrum analysis,and time history analysis based on ETABS. The results show that including steel - eccens into models will increase story - stiffness,decrease top - point displacement of frame structure significantly,but the base - shear increase a little,reach the require of more defences in seismic concept design of buildings.
【CateGory Index】: TU375.4
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