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NEES Project Warehouse

Seismic Design of Reinforced Masonry Shear-wall Structures
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The experiment contains sensor measurements, metadata, and documentation. DOI was assigned.

Complete - 06/13/2013

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Cyclic Tests of Cantilever CMU Wall Specimen 1A at WSU
Experiment Type: Large Scale
Description: Specimen 1A had an aspect ratio of 2.0, No. 6 flexural reinforcement spaced 8-in. on center with no splice at the wall base, No. 4 shear reinforcement spaced 8-in. on center, and an axial load of 48 kips.
Dates: March 10, 2011 - May 10, 2011
Facility: Washington State University, WA, United States
Equipment:
Specimen Type: WSU-1A Material
Material: Material Properties Material Properties (view)
Sensors: WSU-1A Sensor List
Drawings:
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Documentation
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Analysis
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Tags (keywords):
  1. Shear Wall
  2. quasi-static
  3. seismic performance
  4. reinforced masonry