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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-04G with Aspect Ratio Equal to 1.0 and Green CMU Blocks
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DOI:10.4231/D3W66977S
Experiment Type: Large Scale
Description: Specimen UT-PBS-04G was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with No. 4 bars every 16 in. vertically and horizontally and an axial load equal to zero. The dowels were extended 16 in. (two courses) from the base of the wall.

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-04G
Material: CMU Wall CMU Wall (view)
Sensors: UT-PBS-04G
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. reinforced masonry
  4. Masonry
Cite this work:
Farhad Ahmadi, Richard Klingner (2012). "Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-04G with Aspect Ratio Equal to 1.0 and Green CMU Blocks", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3W66977S