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Jiang Tong Song Yaxin Lou Menglin(State Key Laboratory for Disaster Reduction in Civil engineering,Tongji University,Shanghai,200092,China)  
rame-wall structures may proyide significant resistance against earthquake action. For a check of the global dynamdc performance of such structures, there is a need fbr sim- ple and efficient analytical methods and computational software. In this paper, door-like elements for frame and four-spring elements for wall are used for elasto - plastic seismic response analysis of frame-wall structures. By combining these two kinds of elements, the dynamic characteristics of fYazne-wall structures under seismic ac- tion can be retlected well. This method can decrease oomputational time and so has high practicability.
【Fund】: 上海市建设技术发展基金
【CateGory Index】: P315.952
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