Evaluation of collapse resistance of RC frame structures for Chinese schools in seismic design categories B and C |
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| Authors: | Baoxin Tang Xinzheng Lu Lieping Ye Wei Shi |
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| Institution: | 1. Department of Civil Engineering,Yangzhou University,Yangzhou 225009,China
2. Key Laboratory of Structural Engineering and ibration of China Education Ministry,Department of Civil Engineering,Tsinghua University,Beijing 100084,China |
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| Abstract: | According to the Code for Seismic Design of Buildings (GB50011-2001), ten typical reinforced concrete (RC) frame structures, used as school classroom buildings, are designed with different seismic fortification intensities (SFIs) (SFI=6 to 8.5) and different seismic design categories (SDCs) (SDC=B and C). The collapse resistance of the frames with SDC=B and C in terms of collapse fragility curves are quantitatively evaluated and compared via incremental dynamic analysis (IDA). The results show that the coll... |
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| Keywords: | RC frame structures collapse resistance fragility curves seismic fortification intensity incremental dynamic analysis mega-earthquake |
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