Research on the Seismic Design Based on Capacity Spectrum Method for Steel Frames

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Research on the Seismic Design Based on Capacity Spectrum Method for Steel Frames

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[1]XIONG Ergang,LIANG Xingwen,ZHANG Qian.Research on the Seismic Design Based on Capacity Spectrum Method for Steel Frames[J].Journal of Zhengzhou University (Engineering Science),2010,31(01):10-.

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Journal of Zhengzhou University (Engineering Science)[ISSN 1671-6833/CN 41-1339/T] Volume: 31卷 Number of periods: 2010 01 Page number: 10- Column: Public date: 2010-01-30

Title:: Research on the Seismic Design Based on Capacity Spectrum Method for Steel Frames

Author(s):: XIONG Ergang; LIANG Xingwen; ZHANG Qian; 1．College of Civil Engineering。Chang’an University，Xi’an 710061，China；2．School of Civil Engineering，Xi’an Universityof Architecture＆Technology，Xi’an 710055，China；3．College of Civil Engineering，Xi’an Euraisa University，Xi’an710065,China

Keywords:: steel frame; capacity spectrum method; evaluation of seismic performance; performance objective

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Abstract:: The fundamental principles of capacity spectrum method are explained，the implementing procedures of this method are introdueed．and the seismic performance of afive—story steel frame iS evaluated on thebasis of capacity spectrum method．The analysis results indicate that this method can comparatively objectivelyreflect the seismic performance of structure，and it is of immediate convenience．Finally，the dynamic timehistory analysis iS utilized to verify the feasibility of this method，which can form a certain basis for the seismicdesign of steel frames based on the capacity spectrum method．

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