Shake Table Ezperiment on Reinforced Concrete Bridge Columns Using E-Defense

摘要：

This paper presents preliminary results of a large scale shake Table experiment for studying the failure mechanism of three reinforced concrete bridge columns; a typical flexural dominant column in the 1970s (Cl-1), a typical shear failure dominant column in the 1970s (Cl -2) and a typical column designed in accordance with the current design code (Cl-5). They were 7.5 m tall 1.8-2.0m diameter circular reinforced concrete columns. They were subjected to a near-filed grounds motion recorded during the 1995 Kobe, Japan earthquake. Preliminary results on the experiment and analytical correlation are presented.

关键词： Seismic response Bridge RC column Seismic design Shake Table ezperiment E-Defense

作者: Kazuhiko Kawashima Tomohiro Sasaki Hiromichi Ukon Koichi Kajiwara

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

会议类型: 国际会议

会议名称: The First Anniversary of Wenchuan Earthquake(纪念汶川地震一周年国际学术会议)

会议地点: 成都

会议语种:英文

页码: 25-32

在线出版日期: 2009-05-10（万方平台首次上网日期，不代表论文的发表时间）