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Seismic Performance of Bridge Systems with Conventional and Innovative Materials
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Exp1 Bridge fully assembled and with superimposed mass

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Complete - 07/05/2012

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Executive Summary: Download Document
PI(s): Mehdi Saiidi, Ahmed Elgamal
Dates: NSF - 0420347 (view)
Facility: Florida International University (Modesto Maidique Campus), FL, United States
University of Kansas, KS, United States
Georgia Institute of Technology, GA, United States
Stanford University, CA, United States
University of California, San Diego, CA, United States
University of Nevada-Reno, NV, United States
Organization(s): Florida International University (Modesto Maidique Campus), FL, United States
Georgia Institute of Technology, GA, United States
Stanford University, CA, United States
University of California, Berkeley, CA, United States
University of California, San Diego, CA, United States
University of Kansas, KS, United States
University of Nevada-Reno, NV, United States
Description:
Due to the complexity of structural performance during strong earthquakes and the highly nonlinear response of structural systems, computer simulations have to be verified with experimental data to establish their reliability. Calibration of computer... (more)
Website(s): NEES@UC San Diego (view)
NEES@UNR (view)
Group Space: Project:Seismic Performance of Bridge Systems with Conventional and Innovative Materials
Report on Data Status: View Report
Equipment: View Details
Tools: inDEED
Publications:
Robert Nelson; Mehdi Saiidi, "CCEER-07-04: Experimental Evaluation of Performance of Conventional Bridge Systems" (view)
Yilei Shi; Bin Li; Amir Mirmiran, "SCL-071201: Seismic Performance of Hybrid FRP-Concrete Pier Columns" (view)
Yilei Shi; Bin Li; Amir Mirmiran, "SCL-020108: Seismic Performance of Hybrid FRP-Concrete Pier Frame System" (view)
more...
Documentation:
Analysis:
Images:
Tags (keywords):
  1. Bridges
  2. Seismic Response Analysis
  3. Simulation
Data Re-use Status: This Project does not reuse data from other projects.