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《Architecture Technology》 2010-01
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WANG Qi1,LOU Wen-juan1,WANG Ya-yong2,BAI Xue-shuang2(1.Institute of Structural Engineering,Zhejiang University,310058,Hangzhou,China;2.Institute of Earthquake Engineering,China Academy of Building Research,100013,Beijing,China)  
Combined with present national codes and regulations,elasto-plastic time history analysis with connected bridge of China merchants bank tower shanghai building was carried out.The dynamic response of this connected structure under rare earthquake had been discussed.With the equivalence shear wall,the base shear force and shear-weight ratio as well as the inter-story drift and plastic development process of the whole structure had been studied.The analysis results show that,the wall which connect with gallery and on the bottom of tube shell wall are easily to be destroyed.It is necessary to pay attention to this phenomenon.The maximum inter-story drift of the structure is 1/192,it is in good requirement with the code for seismic.
【CateGory Index】: TU313.2
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