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Experimental Investigation on the Seismic Performance of Horizontally Curved Bridges
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Complete - 07/19/2013

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Shake Table Testing of Curved Bridge with Rocking Footing
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DOI:10.4231/D3J678W94
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
Equipment: View Details
Specimen Type: Curved Bridge Model (view)
Material: Deck Deck (view)
Girders Girders (view)
Cross-Frames Cross-Frames (view)
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Sensors: Rocking Foundation Sensors
Drawings:
Bent_Cap_Horizontal_Displacement.png   (Data File Not Found)
Column_Novotechniks_Locations.png   (Data File Not Found)
Column_Strian_Gauge_locations.png   (Data File Not Found)
more...
Data:
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Documentation
Related Documents:
Analysis
No files available
Images:
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Tags (keywords):
  1. large scale testing
  2. rocking foundation
  3. Steel Plate Girder Bridge
  4. horizontally curved bridge
  5. Curved Bridge
Cite this work:
AHMAD SAAD, Ian Buckle, David Sanders (2013). "Shake Table Testing of Curved Bridge with Rocking Footing", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3J678W94