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钢管混凝土框架—剪力墙结构的地震响应分析
The analysis of the concrete filled steel tube(CFST) frame-shear wall under seismic load
【摘要】 对钢管混凝土柱的高层框架—剪力墙结构进行地震响应计算,从理论上分析了结构的自振特性、罕遇地震作用下各自的地震反应,综合评定了钢管混凝土结构的抗震性能,为该结构的设计提供了参考数据。
【Abstract】 Seismic behavior of the frame-shear wall structure,which are composed of the concrete filled steel tubular(CFST) column,have been studied.Dynamic behaviors and stronge earthquake responses of the CFST are analyzed.Comparing the calculation results,the earthquake resistant behavior of the CFST structure has been appraised synthetically,which may be referenced for structure design.
【关键词】 钢管混凝土;
框架剪力墙结构;
地震响应;
时程分析;
【Key words】 concrete filled steeled tube; frame-shear wall structure; seismic response; timing analysis;
【Key words】 concrete filled steeled tube; frame-shear wall structure; seismic response; timing analysis;
- 【文献出处】 四川建筑科学研究 ,Sichuan Building Science , 编辑部邮箱 ,2009年04期
- 【分类号】TU398.9;TU352.11
- 【被引频次】3
- 【下载频次】180