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Complete - 10/04/2013
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|Experiment Type:||Shake Table|
|Description:||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.|
|Dates:||April 20, 2011 to Present|
|Facility:||University of Nevada-Reno, NV, United States|
|Specimen Type:||Curved Bridge Model|
Conventional Bridge Sensors
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