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|Experiment Type:||Shake Table|
|Description:||A 2/5 scale model of a 3-span, horizontally curved steel plate girder bridge was tested on four shake tables with foundations that were allowed to uplift to evaluate the rocking foundation behavior. Rubber pads were placed underneath the footings to simulate the effect of soil.|
|Dates:||February 21, 2012 - February 24, 2012|
|Facility:||University of Nevada-Reno, NV, United States|
|Specimen Type:||Curved Bridge Model (view)|
Rocking Foundation Sensors
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