EXPERIMENTAL INVESTIGATION OF COMPOSITE BEAM

摘要：

From the load carrying capacity at the maximum load limit state, the ductility and the post yield ductile behavior were demonstrated. The seismic performance was validated with the sufficient energy dissipation capability found from the hysteretic load displacement relationships. The stiffness degradation of the composite beams was found to be gradually descending with enough ductility.Acceptable agreement was also observed between the measured and calculated post yield behavior. Besides, the analytical methodology of this paper can predict the flexural moment strength at each limit state.

关键词： ductility stiffness composite beam pre-cast concrete limit state

作者: Jin-Min Kim Seon-Chee Park Won-Kee Hong Hee-Cheul Kim Young-Hak Lee

作者单位: University of Kyung-Hee, Korea

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: 545-548

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）