EXPERIMENTAL EVALUATION OF STRUCTURAL BEHAVIOR OF GUSSET PLATE CONNECTION IN BRB FRAME SYSTEM

摘要：

The majority of these studies have tested isolated braces or simple subassemblies which neglect the influence of the framing components and the gusset-plate on the system performance. In this paper, frame subassemblies with the gusset-plate were subjected to cyclic lateral loading. It was found that effective length of the beam shortened by the presence of the gusset-plate connections. It was indicating that critical section of the beam was moved to the toe of the gusset-plate.

关键词： Steel Structure Damage-Controlled Design Beam-Column Connection Gusset-Plate

作者: Shoichi Kishiki Satoshi Yamada and Akira Wada

作者单位: Structural Engineering Research Center, Tokyo Institute of Technology, Japan

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）