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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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Steel Connector Plate Wall Testing
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DOI:10.4231/D3QB9V560
Experiment Type: Large Scale
Description: Testing at the University of Hawaii @ Manoa as part of Project Task 2: Connector Development. This experiment is the third round of testing Type I hybrid masonry connector plates. Multiple pairs of previously tested tapered fuse connectors were slip-critically bolted to side plates, which were welded to a steel beam above the masonry wall specimens. These tests were performed to verify that the behavior of multiple pairs of connector plates in series is similar to the behavior of the individual pairs of connector plates. In addition, the tests were performed to observe the interaction between the steel connector plates and masonry wall specimens.
Dates: November 04, 2011 - April 26, 2012
Facility: University of Hawaii at Manoa, HI, United States
Equipment:
Specimen Type: Hybrid Masonry
Material: Masonry Wall Specimens Masonry Wall Specimens (view)
Steel Connector Plates Steel Connector Plates (view)
Sensors: Experiment 8 Sensor List
Drawings: more...
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Documentation
Related Documents:
Analysis
Images:
Tags (keywords):
  1. hybridmasonry
  2. cyclic loading
  3. fuse connectors
Cite this work:
Steven Mitsuyuki, Ian Robertson (2013). "Steel Connector Plate Wall Testing", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3QB9V560