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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-43: Cyclic Tests of Cantilever CMU Wall Specimen BE-4 with Boundary Elements, at WSU
Experiment Type: Large Scale
Description: Specimen BE-4, with wall returns at each end, had an aspect ratio of 2.0, four confined No. 6 and four confined No. 3 vertical reinforcing bars located at the ends of the wall, one No. 4 vertical bar located at mid-length, two No. 3 horizontal bars spaced 8-in. on center, and zero axial load. Confinement of the No. 6 and No. 3 vertical bars at the ends of the wall was provided by ¼-in. diameter HRR wire closed hoops placed in-plane and transverse to the wall. All vertical reinforcement was developed in the footing and was continuous throughout the wall height.
Dates: April 26, 2012 - August 30, 2012
Facility: Washington State University, WA, United States
Specimen Type: Wall Specimen BE-4 Material
Material: Material Properties Material Properties (view)
Sensors: BE-4 Sensor Location Plan
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Related Documents:
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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-4 with Boundary Elements, at WSU", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3TD9N780