Shake Table Testing of Curved Bridge with Conventional Column and Bearing Details
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下载链接：
https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2010-0967.groups/Experiment-5
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资源简介：
A 2/5 scale model of a 3-span, curved steel plate girder bridge was tested on multiple shake tables. This is the first of six experiments conducted on a highly curved bridge at University of Nevada Reno. The bridge in this experiment used conventional column and bearing details; thus, it is referred to as the conventional case or benchmark case. The purpose of this experiment is to determine the effect of curvature on seismic response and the limit states of a highly curved bridge when subjected to extreme seismic excitation.
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2013-10-01
