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Seismic design of a twin-towers tall building with connective structure in Chengdu

YU Ping,WU Mingjun,JIANG Zhiqiang,WAN Yinggang (Architectural Design Institute of Sichiuan,Chengdu 610017,China)  
To investigate the dynamic response,the response spectrum analysis and elastic time-history analysis are carried out for a connective structure.By EPDA software the elastic-plastic time-history analysis are completed to evaluate the structural seismic behavior.The weak areas are found and strengthening configuration for those areas is presented.
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