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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 - 03/05/2013

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Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-12G with Aspect Ratio Equal to 1.0 and Green CMU Blocks
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DOI:10.4231/D3MP4VM8D
Experiment Type: Large Scale
Description: Specimen UT-PBS-12G 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. The expected moment capacity of Specimen UT-PBS-12 was 858 ft-kips, equivalent to a lateral load of 98.06 kips.

This folder contains all the design details, material properties, and data obtained during the test.
Dates: September 01, 2011 - December 01, 2011
Facility: University of Texas at Austin, TX, United States
Equipment:
Specimen Type: CMU Wall-UT-PBS-12G
Material: CMU Wall CMU Wall (view)
Sensors: UT-PBS-12G
Drawings:
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Documentation
Related Documents:
Analysis
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Images:
Tags (keywords):
  1. Masonry
  2. Shear Wall
  3. quasi-static
  4. reinforced masonry
Cite this work:
Farhad Ahmadi, Richard Klingner (2012). "Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-12G with Aspect Ratio Equal to 1.0 and Green CMU Blocks", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3MP4VM8D