SEISMIC PERFORMANCE OF RECTANGULAR COLUMNS AND INTERLOCKING SPIRAL COLUMNS

摘要：

Seismic performance of RC rectangular columns was clarified in comparison with interlocking spiral columns based on a shake table experiment as a part of NEES and E-Defense collaboration on bridge project. It is found from the experiment that the interlocking spiral columns and rectangular columns with cross ties performed satisfactorily under the design and ultimate level excitations.

关键词： bridge seismic design shake table experiment E-Defense NEES

作者: T. Matsumoto E. Okstad K. Kawashima S. A. Mahin

作者单位: Dept. Of Civil Engineering, Tokyo Institute of Technology, Tokyo, JapanNow, CTI Engineering Co., Ltd Dept. Of Civil Engineering, University of California, Berkeley, USANow, Rutherford & Chekene, San Fr Dept. Of Civil Engineering, Tokyo Institute of Technology, Tokyo, Japan Dept. Of Civil Engineering, University of California, Berkeley, USA

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）