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两种托墙转换结构静力弹塑性抗震分析
Study on Elastic-plastic Seismic Performance for Two Kinds of Transfer Structure Supporting Walls by Push-over Analysis Method
【摘要】 为研究复杂结构的抗震能力,采用静力弹塑性方法,对两种托墙转换结构在大震作用下的弹塑性地震反应进行分析,通过对结构的延性、承载能力、塑性铰分布、破坏过程的计算和研究,揭示出采用空腹桁架作为转换构件具有更好的弹塑性抗震性能,并探讨了提高空腹桁架转换结构弹塑性抗震能力的措施。
【Abstract】 In order to study the seismic performance of complicated structures,the elastic-plastic seismic response of two kinds of transfer structure supporting walls when suffering strong earthquake is analyzed by push-over analysis method.It is revealed that the structure using vierendeel truss as transfer member is excellent in elastic-plastic seismic performance by the calculation and research on its ductility,loading capacity,plastic hinge distribution and destruction process,and the measures to improve the structure’s elastic-plastic seismic performance are also discussed.
【关键词】 静力弹塑性;
转换结构;
延性;
弹塑性抗震性能;
【Key words】 push-over; transfer structure; ductility; elastic-plastic seismic performance;
【Key words】 push-over; transfer structure; ductility; elastic-plastic seismic performance;
- 【文献出处】 水利与建筑工程学报 ,Journal of Water Resources and Architectural Engineering , 编辑部邮箱 ,2012年03期
- 【分类号】TU352.11
- 【被引频次】2
- 【下载频次】36