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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 - 03/05/2013

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Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-11 with Aspect Ratio Equal to 1.0
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DOI:10.4231/D31R6N081
Experiment Type: Large Scale
Description: Specimen UT-PBS-11 was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with No. 4 bars every 8 in. vertically and horizontally and axial load ratio, P/(fm Ag), equal to 0.10. The dowels were extended 16 in. (two courses) from the base of the wall segment.

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-11
Material: CMU Wall CMU Wall (view)
Sensors: UT-PBS-11
Drawings:
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Documentation:
Related Documents:
Analysis:
No files available
Images:
Tags (keywords):
  1. Masonry
  2. Shear Wall
  3. quasi-static
  4. reinforced masonry
Cite this work:
Farhad Ahmadi, Richard Klingner (2013). "Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-11 with Aspect Ratio Equal to 1.0", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D31R6N081