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Seismic Performance of Bridge Systems with Conventional and Innovative Materials
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To compare experiments, please select at most four experiments from the experiment list below.

  Experiment-1: Four-span Bridge Biaxial Shake-Table Experiments - Phase I - Conventional Bridge
Dates: February 12, 2007 - February 15, 2007
Description: As one of the major projects in the first series of NEES research (NEESR), this study is addressing important aspects of bridge system performance. The ...
Bridge fully assembled and with superimposed mass
Launch Data File

  Experiment-2: Full Scale Shake-Table Abutment Study
Dates: July 26, 2006 - October 06, 2006
Description: The abutment study consists of 2 static tests which measure the passive resistance provided by the abutment backfill, and 3 dynamic test series which measure ...
Launch Data File

  Experiment-3: FIU Phase I.1 - Seismic Performance of Hybrid FRP Concrete Pier Columns (Specimens RC, G, SC, H, Y)
Dates: February 19, 2007 - March 28, 2007
Description: One control reinforced concrete (RC) and five single CFFT columns were tested as cantilever columns under constant axial load and reverse cyclic lateral loads. One ...
Test setup of specimen SC

  Experiment-4: FIU Phase II - Seismic Performance of Hybrid FRP Concrete Pier Frame System
Dates: October 18, 2007 - November 28, 2007
Description: Experimental work in this study included four two-column bent tests, several component tests and coupon tests. Four 1/6-scale bridge pier frames, consisting of a control ...
Overview of test setup
Launch Data File

  Experiment-5: FIU Phase I.2 - Seismic Performance of Hybrid FRP Concrete Pier Columns (Specimens LC)
Dates: March 28, 2007 - March 28, 2007
Description: This was only to test Specimen LC. Please refer to FIU Phase I.1 for detailed information.
Test setup of specimen LC

  Experiment-6: Four-span Bridge Biaxial Shake-Table Experiments - Phase II - Innovative Bridge
Dates: December 03, 2008 - December 11, 2008
Description: As part of a multi-university project utilizing the Network for Earthquake Engineering Simulation (NEES), a 4-span, quarter-scale, 110 ft long concrete bridge model was tested ...

  Experiment-7: Four-Span Bridge Biaxial Shake-Table Experiments- Phase III- Bridge with Composite Piers
Dates: April 06, 2010 - June 15, 2010
Description: The third part of the multi-university project on “Seismic Performance of Bridge systems with Conventional and Innovative Materials” was shake-table testing of a quarter-scale 4-span ...
4-span bridge with composite piers
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