SEISMIC BEHAVIOUR OF CONCRETE-FILLED STEEL TUBULAR FRAME TO RC SHEARING WALL HIGH-RISE MIXED STRUCTURES

摘要：

A finite element analysis (FEA) model was presented in this paper to study the seismic behaviour of concrete-filled steel tubular (CFST) frame to reinforced concrete (RC) shearing wall high-rise mixed structures. Two shaking table model tests on CFST frame to RC shearing wall building system were carried out to verify the theoretical model. The building considered in this study had 20 CFST columns and typical RC shearing walls. The test parameters included the frame column cross-sectional type and the peak acceleration. The FEA models were then used to analyze the mode shapes and time-history responses of the mixed building structures. The calculated results were compared with the experimental results.Finally, some suggestions, which maybe references for the seismic design of the mixed building structures, were presented.

关键词： High-rise buildings Mixed structures Concrete-filled steel tube (CFST) Reinforced concrete (RC) shearing wall Seismic behaviour Shaking table test

作者: Wei Li Linhai Han Youfu Yang

作者单位: Tsinghua University, China Fuzhou University, China

会议类型: 国际会议

会议名称: The 9th International Conference on Steel Space & Composite Structures(第九届国际钢材、空间结构、组合结构会议)

会议地点: 烟台·北京

会议语种:英文

页码: 27-34

在线出版日期: 2007-10-10（万方平台首次上网日期，不代表论文的发表时间）