E-DEFENSE EXPERIMENT ON THE SEISMIC PERFORMANCE OF A BRIDGE COLUMN BUILT IN 1970S

摘要：

This paper presents a large scale shake table experiment on a reinforced concrete bridge column conducted using E-Defense in December 2007. The model was a typical column which was built in 1970s in Japan. Collapse of this type of columns was one of the major causes of the extensive damage during 1995 Kobe, Japan earthquake. Invaluable data on the failure mechanism and response of a RC bridge column was obtained.

关键词： bridges seismic response seismic design ductility flexure failure E-Defense

作者: K. Kawashima H. Ukon K. Kajiwara

作者单位: Dept. Of Civil Engineering, Tokyo Institute of Technology, Tokyo Japan Hyogo Earthquake Engineering Research Center, National Research Institute for Earth Science and Disa

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）