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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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Experiment-35: Cyclic Tests of Cantilever CMU Wall Specimen C4 at WSU
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DOI:10.4231/D3VD6P487
Experiment Type: Large Scale
Description: Wall Specimen C4 had a height-to-length aspect ratio of 0.78, No. 7 vertical reinforcement spaced 16-in. on center with a splice length of 46 in. at the base of the wall, two No. 4 horizontal reinforcement spaced 8-in. on center, and an axial load of 86 kips.
Dates: January 10, 2012 - May 20, 2012
Facility: Washington State University, WA, United States
Equipment:
Specimen Type: Wall Specimen C4 at WSU Material
Material: Material Properties Material Properties (view)
Sensors: WSU-C4 Sensor Location
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
Cite this work:
Farhad Ahmadi (2013). "Cyclic Tests of Cantilever CMU Wall Specimen C4 at WSU", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3VD6P487