SEISMIC BEHAVIOR TEST ON REDUCED BEAM FLANGE MOMENT CONNECTION LIGHT STEEL FRAME

摘要：

The reduced beam flange moment connection light steel frame of two stories and two spans has been made. Then a low-cycled reverse loading experiment has been completed. The hysteretic behavior, energy dissipation, rigidity degeneration, failure mechanism, etc. are studied. The results indicate that reduced beam flange moment connection light steel frame performs good seismic behavior, the plastic hinges appear at reduced flange section, and the dissipation capacity of panel zone is well.

关键词： Light steel frame reduced beam flange moment connection seismic performance low cycled reversed loading experiment

作者: B. S. Huang G. P. Shu Z. T. Lu

作者单位: College of Civil Engineering, Nanjing University of Technology, Nanjing, China College of Civil Engineering, Southeast University, Nanjing, China

会议类型: 国际会议

会议名称: 2007年土木工程结构创新与可持续发展国际会议(The International Symposium on Innovation & Sustainability of Structures in Civil Engineering)

会议地点: 上海

会议语种:英文

页码: 749-756

在线出版日期: 2007-11-28（万方平台首次上网日期，不代表论文的发表时间）