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NEES Project Warehouse

Hybrid Masonry Seismic Structural Systems
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Experiment contains sensor data, metadata, and required documentation including the experiment report.

Complete - 12/03/2013

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Masonry Bolt Pushout Testing
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DOI:10.4231/D3ZW18S4Q
Experiment Type: Other
Description: Testing at the University of Hawaii @ Manoa as part of Project Task 2: Connector Development. This experiment was to determine the characteristics of the bolt-pushout failure mode for Type 1 hybrid masonry systems. By obtaining the ultimate strength and displacement for bolt pushout failure, the connector plate designs can take these values into consideration.
Dates: November 04, 2010 - November 08, 2011
Facility: University of Hawaii at Manoa, HI, United States
Equipment:
Specimen Type: Hybrid Masonry
Material: Component 1 Component 1 (view)
Sensors: Experiment 2 Sensors
Drawings:
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Documentation
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Analysis
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Images:
Tags (keywords):
  1. Hybrid Masonry
  2. Bolt shear
  3. bolt pushout
  4. Masonry
Cite this work:
Seth Goodnight, Gaur Johnson, Ian Robertson, Reef Ozaki-Train (2013). "Masonry Bolt Pushout Testing", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3ZW18S4Q