SEISMIC PERFORMANCE OF MOMENT CONNECTIONS BETWEEN COLD-FORMED STEEL SECTIONS

摘要：

　　This paper presents an experimental investigation on the seismic performance of moment connections between cold-formed steel sections.Four T-shape beam-to-column connections are tested under cyclic loading.Only one mode of failure is identified,which is flexural failure of connected cold-formed steel section.The results testif · figurations are effective in transferring moment between beam and column.Another,the effect of configurations on moment capacity,stiffness,ductility,and energy consumption capacity is analyzed based on the test results.

关键词： Cold-formed steel moment connections seismic performance bolted connections

作者: Fubo Cao Gentain Zhao

作者单位: Department of Civil Engineering, Nanjing University of Aeronautics and Astronotics, Nanjing 210016, Architecture and Civil School, UST Inner Mongolia, 014010, P.R.China

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: 1180-1184

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）