SHAKE TABLE EXPERIMENTAL PROJECT ON THE SEISMIC PERFORMANCE OF BRIDGES USING E-DEFENSE
This paper introduces a large scale shake table experimental program on bridge structures using E-Defense. The program was formulated as one of the US-Japan cooperative research programs based on NEES and E-Defense collaboration. Component model (C1 model) and system model (C2 model) are included in the program. Objectives of C1 model is to clarify the failure mechanism of reinforced concrete bridge piers using as large models as possible to eliminate barriers of scale and loading rate effect. C2 model is to study the complex system behavior of bridges to failure. Background, objectives,proposed models and tests cases are presented.
E-Defense bridges seismic response seismic design ductility
N. Nakashima K. Kawashima H. Ukon K. Kajiwara
Hyogo Earthquake Engineering Research Center, National Research Institute for Earth Science and Disa Dept. Of Civil Engineering, Tokyo Institute of Technology, Tokyo, Japan
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12(万方平台首次上网日期,不代表论文的发表时间)