NEES.org will be intermittently unavailable Saturday, January 3, for scheduled maintenance. All tool sessions will be expired. We apologize for any inconvenience that may occur.

Support

Support Options

Submit a Support Ticket

 

NEES Project Warehouse

Seismic Performance of Bridge Systems with Conventional and Innovative Materials
No reviews have been created for this project. Review This Project

To compare experiments, please select at most four experiments from the experiment list below.

Sort By:   

  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 technical focus of this study is on three approximately quarter-scale test models of four-span bridge...
Facility: University of Kansas, KS, United States
Georgia Institute of Technology, GA, United States
Stanford University, CA, United States
University of Nevada-Reno, NV, United States
Bridge fully assembled and with superimposed mass

 Launch

13 Interactive Files
view data


  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 the change in pressure on a sheared off abutment backwall at different levels of displacement...
Facility: University of California, San Diego, CA, United States

 Launch

13 Interactive Files
view data


  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 of the FRP tubes was off-the-shelf product made by filament winding of 17 layers of ±...
Facility: Florida International University (Modesto Maidique Campus), FL, United States


  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 reinforced concrete frame (RCF), glass FRP-concrete frame (GFF), carbon FRP-concrete...
Facility: Florida International University (Modesto Maidique Campus), FL, United States
Overview of test setup

 Launch

1 Interactive Files
view data


  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.
Facility: Florida International University (Modesto Maidique Campus), FL, United States


  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 at the shake table system at the University of Nevada, Reno. Innovative materials...
Facility: University of Nevada-Reno, NV, United States


  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 bridge supported on FRP composite piers implementing accelerated...
Facility: University of Nevada-Reno, NV, United States
Start Prev 1 Next End
Display Num Results 1 - 7 of 7