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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 BE-2 with Boundary Elements, at WSU
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DOI:10.4231/D32Z12P7Z
Experiment Type: Large Scale
Description: Specimen BE-2 had an aspect ratio of 2.0, four confined No. 6 vertical reinforcing bars located at the ends of the wall and one No. 4 vertical bar located at mid-length, two No. 3 horizontal bars spaced 8 in. on center, and a 66 kip axial load. Confinement of the No. 6 vertical bars at the ends of the wall was provided by No. 3 closed hoops. All vertical reinforcement was developed in the footing and was continuous throughout the wall height.
Dates: March 10, 2012 - August 30, 2012
Facility: Washington State University, WA, United States
Equipment:
Specimen Type: Wall Specimen BE-2 Material
Material: Material Properties Material Properties (view)
Sensors: BE-2 Sensor Layout
Drawings:
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Documentation:
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Analysis:
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Tags (keywords):
  1. reinforced masonry
  2. Shear Wall
  3. Boundary Elements
  4. quasi-static
Cite this work:
Farhad Ahmadi (2013). "Cyclic Tests of Cantilever CMU Wall Specimen BE-2 with Boundary Elements, at WSU", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D32Z12P7Z