NON-STRUCTURAL COMPONENT PERFORMANCE IN 4-STORY FRAME TESTED TO COLLAPSE

摘要：

In the shake table test conducted on a full-scale 4 story steel building at the E-Defense three-dimensional shake table facility, various non-structural components were installed to the specimen to evaluate their seismic performance. These components are ALC (autoclaved lightweight concrete) external wall cladding panels,aluminum sash, glass window, gypsum board partition walls, hanging ceiling system, and so on. Generally,non-structure components are designed to remain undamaged up to a story drift of 0.005 ~ 0.01 rad. On the other hand, by the shaking table test at the E-Defense, the 1st story was collapsed and the maximum story drift angle over 2nd story was reached to nearly 0.02 rad. So, we can observe the damage and evaluate the seismic performance for the drift angle of design level to more over.

关键词： Full-scale test Shaking table Non-Structural Component External Wall Internal Components

作者: Y. Matsuoka K. Suita S. Yamada Y. Shimada M. Akazawa

作者单位: National Research Institute for Earth Science and Disaster Prevention NIED, Hyogo, Japan Dept of Architecture and Architectural Engineering, Kyoto University Kyoto, Japan Structural Engineering Research Center, Tokyo Institute of Technology, Yokohama, Japan Tokyo Institute of Technology, Yokohama, Japan Kyoto University, Kyoto, 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）