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《Journal of Zhengzhou University(Engineering Science)》 2009-03
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Seismic Analysis of Eccentrically Braced High-rise Steel Frames

XIONG Jun,WANG Yuan-qing,SHI Yong-jiu,WANG Bin-bin(Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China)  
The eccentrically braced steel frame is a good moment-resisting system,widely used in high-rise structures,but its seismic performance in severe earthquake needs some in-depth study.This paper,based on an eccentrically braced high-rise apartment,with software SAP2000,has calculated the stiffness and stress distributions,the vibration modes and load-displacement curves etc.in severe earthquake,and it compared the dynamic/ aseismatic characteristics of eccentrically and centrally braced frames by elastic and elasto-plastic time history analyses.The analyses reveal that,the lateral stiffness of eccentrically braced highrise frames satisfies the requirements of lateral resistance;the eccentrically braced frames behaves better than centrally braced frames as the higher lateral stiffness and resistance in plastic stage in severe earthquake.
【Fund】: 国家自然科学基金资助项目(90815004)
【CateGory Index】: TU973.13
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