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《Building Science Research of Sichuan》 2004-02
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Nonlinear dynamic analysis to RC frame in 7.5 and 8.5 regions of earthquake intensity category

TAN Yi~1, WU Yong~1, LUO Ning~2, BAI Shao-liang~2 (1.China Southwest Architectural Design and Research Institute, Chengdu610081, China; 2.Faculty of Civil Engineering, Chongqing University, Chongqing400045, China)  
In this paper, it begins with designing two representative reinforced concrete public frames according to new codes, and carries out nonlinear dynamic analysis by inputting ground motions at the intensity of rare earthquake actions. It is verified whether the seismic capacity behaving in rare earthquake action is favorable, and it is also verified by nonlinear dynamic analysis whether the seismic measures in new seismic design code of China are effective.
【Fund】: 国家自然科学基金资助项目(59878056)
【CateGory Index】: TU352.1.1
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