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RAPID: Mapping of Earthquake Damage in Precast Buildings in Christchurch, New Zealand
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Complete - 03/04/2013

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Field monitoring of a 5-story, precast concrete parking garage
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DOI:10.4231/D3NC5SC3M
Experiment Type: Field
Description: Ambient vibration measurements and triggered aftershock recordings were taken on a five story parking garage. The parking garage was a precast concrete structure with a helical ramp configuration. Perimeter and interior walls provided the lateral force resisting system. The structure was damaged during the Christchurch earthquake and subsequent aftershocks.
During field measurements, the building was being repaired. This involved replacing first floor wall panels and reinstating wall-to-floor connections. Four perimeter wall repairs were completed and two panels were demolished in preparation for a cast-in-place replacement during the site visit.
The structure's latitude and longitude are -43.51033 and 172.61906, respectively.
Dates: July 14, 2011 - July 28, 2011
Facility: University of California, Los Angeles, CA, United States
Equipment: View Details
Specimen Type: 5-story parking garage
Material: Precast concrete wall Precast concrete wall (view)
Precast concrete columns Precast concrete columns (view)
Precast beams Precast beams (view)
more...

Sensors: Trial 1
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Trial 8
Trials 9 through 17
Drawings: more...
Data:
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Documentation:
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Analysis:
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Tags (keywords):
  1. Christchurch Earthquake
  2. precast concrete
  3. Structural Walls
Cite this work:
Jose Restrepo, Robert Fleischman, Matthew Schoettler (2013). "Field monitoring of a 5-story, precast concrete parking garage", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3NC5SC3M