BEHAVIOUR OF CONCRETE-FILLED STEEL TUBULAR FRAMES WITH ROCKING-WALLS UNDER CYCLIC LOADING

摘要：

　　This paper presents experimental study on the concrete-fillde steel tubular (CFST) frame with external wall or rocking-wall under low cyclic loading.Failure pattern,hysteresis curves,ductility and rigidity degeneration were studied systematically.It was concluded that the CFST frame with rocking-wall has good ductility and energy dissipation and it can satisfy the requirement of the structural seismic design.

关键词： Concrete-fillde steel tubular (CFST) rocking-wall hysteretic behaviour ductility cyclic loading

作者: Bo Wang Jingfeng Wang Xudong Gong Xiang Li Hongwei Cheng

作者单位: School of Civil Engineering, Hefei University of Technology, Hefei 230009, P.R.China School of Civil Engineering, Hefei University of Technology, Hefei 230009, P.R.China;Anhui Civil Eng

会议类型: 国际会议

会议名称: The Twelfth International Symposium on Structural Engineering (第十二届结构工程国际研讨会)

会议地点: 武汉

会议语种:英文

页码: 619-624

在线出版日期: 2012-11-17（万方平台首次上网日期，不代表论文的发表时间）