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

Complete - 01/30/2014

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Single Steel Connector Plate Testing.
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DOI:10.4231/D33N20D93
Experiment Type: Other
Description: Testing at the University of Hawaii @ Manoa as part of Project Task 2: Connector Development. This experiment is the first round of testing the prototypical connector plates. These connectors will be used to transfer the load between the steel framing and the masonry wall in the Hybrid Masonry Seismic Structural System.
This experiment will help to identify which detailing requirements will be incorporated into the Large-Scale MUST-SIM Tests and Simulation Models. The tests intend to identify the strength, stiffness and ductility of the steel connector plates.
Dates: July 01, 2010 - June 30, 2011
Facility: University of Hawaii at Manoa, HI, United States
Equipment:
Specimen Type: Hybrid Masonry
Material: Steel Ductile Fuse Steel Ductile Fuse (view)
Sensors: Connector Prototype Sensors
Drawings: more...
Data:
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Documentation
Related Documents:
Analysis
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Images:
Tags (keywords):
  1. hybrid masonry
  2. fuse connectors
  3. masonry shear wall
  4. cyclic loading
Cite this work:
Seth Goodnight, Gaur Johnson, Ian Robertson, Reef Ozaki-Train (2013). "Single Steel Connector Plate Testing.", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D33N20D93