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Seismic Design of Reinforced Masonry Shear-wall Structures
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Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-12 with Aspect Ratio Equal to 1.0
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DOI:10.4231/D3RF5KF3N
Experiment Type: Large Scale
Description: Specimen UT-PBS-12 was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with #4 bars every 16 in. vertically and horizontally and axial load ratio, P/(fm Ag), equal to 0.10. The dowels extended 16 in. (two courses) from the base of the wall segment.
Dates: September 01, 2011 - December 01, 2011
Facility: University of Texas at Austin, TX, United States
Equipment:
Specimen Type: CMU Wall-UT-PBS-12
Material: CMU Wall CMU Wall (view)
Sensors: UT-PBS-12
Drawings:
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Documentation:
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Analysis:
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Images:
Tags (keywords):
  1. Shear Wall
  2. quasi-static
  3. reinforced masonry
  4. Masonry
Cite this work:
Farhad Ahmadi, Richard Klingner (2012). "Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-12 with Aspect Ratio Equal to 1.0", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3RF5KF3N