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NEES Project Warehouse

Development of a Seismic Design Methodology for Precast Floor Diaphragms
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: UCSD Shake Table Test
Dates: May 02, 2008 - July 28, 2008
Description: A three story precast concrete test structure was constructed and tested at half scale. Three different diaphragm systems were employed in the structure's lateral force resisting system (LFRS). The first floor was a topped double tee system. The second...
Facility: Lehigh University, PA, United States
University of California, San Diego, CA, United States
University of Arizona, AZ, United States

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  Experiment-2: Phase 2 Lehigh Half Scale Test 1
Dates: October 24, 2007 - November 08, 2007
Description: This test has 9 trials to get the entire predefined loading history completed.
Facility: Lehigh University, PA, United States
University of Arizona, AZ, United States

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  Experiment-4: Phase 2 Lehigh Half Scale Test 2
Dates: November 19, 2007 - November 21, 2007
Description: Before the PDH loading trials, we did small amplitude cyclic tension test to understand the behavior of connectors. Also, the CT test was done after PDH2 and Before PDH3.
Facility: Lehigh University, PA, United States
University of Arizona, AZ, United States

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1 Interactive Files
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  Experiment-5: Phase 2 Lehigh Half Scale Test 3
Dates: December 11, 2007 - December 11, 2007
Description: The Hybrid test applied joint history from UA Diaphragm/System FE Analyses
Facility: Lehigh University, PA, United States
University of Arizona, AZ, United States

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  Experiment-6: Phase 2 Lehigh Half Scale Test 4
Dates: December 12, 2007 - December 12, 2007
Description: The CT test was performed to understand the post-damage behavior
Facility: Lehigh University, PA, United States
University of Arizona, AZ, United States

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