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Experimental Investigation on the Seismic Performance of Horizontally Curved Bridges
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Truck Characterization Experiment Using Shake Table - Part I: Empty Truck with Tires
Dates: December 06, 2010 - December 06, 2010
Description: Ford F-250 trucks were selected to be used in the experimental study on live load effects on the seismic response of bridges. To obtain the dynamic properties of this truck, a set of system identification or characterization experiments was performed...
Facility: University of Nevada-Reno, NV, United States


  Experiment-2: Truck Characterization Experiment Using Shake Table - Part II: Fully-Laden Truck with Tires
Dates: December 07, 2010 - December 07, 2010
Description: Ford F-250 trucks were selected to be used in the experimental study on live load effects on the seismic response of bridges. To obtain the dynamic properties of this truck, a set of system identification or characterization experiments was performed...
Facility: University of Nevada-Reno, NV, United States


  Experiment-3: Truck Characterization Experiment Using Shake Table - Part III: Fully-Laden Truck without Tires
Dates: December 08, 2010 - December 08, 2010
Description: Ford F-250 trucks were selected to be used in the experimental study on live load effects on the seismic response of bridges. To obtain the dynamic properties of this truck, a set of system identification or characterization experiments was performed...
Facility: University of Nevada-Reno, NV, United States


  Experiment-4: Truck Characterization Experiment Using Shake Table - Part IV: Empty Truck without Tires
Dates: December 08, 2010 - December 08, 2010
Description: Ford F-250 trucks were selected to be used in the experimental study on live load effects on the seismic response of bridges. To obtain the dynamic properties of this truck, a set of system identification or characterization experiments was performed...
Facility: University of Nevada-Reno, NV, United States


  Experiment-5: Shake Table Testing of Curved Bridge with Conventional Column and Bearing Details
Dates: April 20, 2011 to Present
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...
Facility: University of Nevada-Reno, NV, United States


  Experiment-6: Multiple Shake Table Experiment of a Curved Bridge with Live Load
Dates: September 13, 2011 - September 15, 2011
Description: Current bridge design specifications have few requirements concerning the inclusion of live load in the seismic design of bridges for perhaps two reasons: 1) the likelihood of the full design live load occurring at the same time as the design earthquake...
Facility: University of Nevada-Reno, NV, United States


  Experiment-7: Shake Table Testing of Curved Bridge with Seismic Isolation
Dates: October 19, 2011 - October 21, 2011
Description: A 2/5 scale model of a 3-span, curved steel plate girder bridge was tested on multiple shake tables with an isolation system comprising 12 lead-rubber isolators. The purpose of this experiment was three-fold: (1) investigate the performance of columns...
Facility: University of Nevada-Reno, NV, United States


  Experiment-8: Shake Table Testing of a Curved Bridge with Hybrid Isolation
Dates: November 30, 2011 - November 30, 2011
Description: The objectives of this methodology are: 1) keep the column essentially elastic; 2) reduce the displacement demand of superstructure; and 3) minimize the pounding between the deck and the abutment. This technique is applicable to a wide range of bridges...
Facility: University of Nevada-Reno, NV, United States


  Experiment-9: Shake Table Testing of Curved Bridge with Abutment Pounding
Dates: January 04, 2012 - January 05, 2012
Description: A 2/5 scale model of a 3-span, curved steel plate girder bridge was tested on multiple shake tables. This experiment focused on the effect of pounding in seat-type abutments. A concrete backwall in series with a set of nonlinear springs were used to...
Facility: University of Nevada-Reno, NV, United States


  Experiment-10: Shake Table Testing of Curved Bridge with Rocking Footing
Dates: February 21, 2012 - February 24, 2012
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...
Facility: University of Nevada-Reno, NV, United States
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