Influences for the Performances of Beam-to-Column Composite Joints with Partial-Depth End-Plates

摘要：

In this paper,the static behavior of the I shaped composite joint with partial-depth end-plates under the vertical load was studied. By the analysis of different parameters,the influences,which include slab reinforcement ratio,reinforcement yield stress,slab concrete grade,steel grade,steel beam height,end-plate thickness and the end-plate height,were obtained.

关键词： Composite joints Initial stiffness Elastic moment resistance Finite-element

作者: Yongsong Shao Wei Bao Liping Chen

作者单位: School of Civil Engineering,Harbin Institute of Technology,Harbin,150090 China School of Materials Science and Engineering,Harbin Institute of Technology,Harbin,150090 China

会议类型: 国际会议

会议名称: The 4th International Symposium on Improvement of Structural Safety for Building Structures(第四届建筑结构安全进展国际会议)

会议地点: 哈尔滨

会议语种:英文

页码: 103-106

在线出版日期: 2008-10-11（万方平台首次上网日期，不代表论文的发表时间）