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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-W-17 with Aspect Ratio Equal to 4.50 at UT Austin
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DOI:10.4231/D3X05XC4F
Experiment Type: Large Scale
Description: Specimen UT-W-17 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required prescriptive reinforcement for a Special Reinforced Masonry Shear Wall (2008 MSJC Code), and a normalized axial load ratio P / (fm Ag) of 0.10. The vertical reinforcement ratio was 0.0072, with No. 6 reinforcing bars at 8 in. (every cell); and the horizontal reinforcement ratio was 0.0033, with No. 4 bars at 8 in. The specimen used cement-lime mortar conforming to the proportion specification for Type S of ASTM C270, and grout conforming to the strength specification of ASTM C476.

This folder contains all the design details, material properties, and data obtained during the test.
Dates: December 01, 2010 - October 14, 2011
Facility: University of Texas at Austin, TX, United States
Equipment:
Specimen Type: CMU Wall-UT-W-17
Material: CMU Wall CMU Wall (view)
Sensors: UT-W-17
Drawings:
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Documentation:
Related Documents:
Analysis:
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Images:
Tags (keywords):
  1. Shear Wall
  2. quasi-static
  3. Masonry
  4. reinforced masonry
Cite this work:
Farhad Ahmadi, Richard Klingner (2013). "Cyclic Tests of Cantilever CMU Wall Specimen UT-W-17 with Aspect Ratio Equal to 4.50 at UT Austin", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3X05XC4F