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TIPS - Tools to Facilitate Widespread Use of Isolation and Protective Systems, a NEES/E-Defense Collaboration
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Berkeley - Special Moment Resisting Frame Post Yield Behavior
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DOI:10.4231/D3DN3ZW18
Experiment Type: Shake Table
Description: The purpose of this experiment was to look at post yield behavior of an seismically isolated structure.
The test specimen is a 2-story, 2-bay steel Special Moment Resisting Frame (SMRF) mounted on Triple Pendulum System (TPS) friction bearings.
The specimen is subjected to a suite of ground motions scaled to different service levels (50% in 50 years, 10% in 50 years, 2% in 50 years). Post yield behavior is compared with unyielded behavior.
Following the 2% in 50 year motions, a pre-selected ground motion was incrementally increased in order to cause impact of the isolation bearings.
Dates: May 07, 2012 - May 14, 2012
Facility: University of California, Berkeley, CA, United States
Equipment: View Details
Specimen Type: Configuration C (view)
Material: REPEAT Frame REPEAT Frame (view)
Mass Blocks Mass Blocks (view)
TPS Bearings TPS Bearings (view)
Sensors: PI6000 Channels
PI6005 Channels
Drawings: more...
Data:
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Documentation:
Related Documents:
Analysis:
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Tags (keywords):
  1. triple pendulum bearing
  2. triple pendulum bearings
  3. Shake Table
  4. Shake Table Testing
  5. Shake table
  6. Shake-table testing
  7. shaketabletesting
  8. REPEAT Frame
  9. Impact
  10. impact
  11. Impact Testing
  12. impact testing
  13. i
  14. impacttesting
Cite this work:
Brian Olson, Stephen Mahin (2013). "Berkeley - Special Moment Resisting Frame Post Yield Behavior", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3DN3ZW18