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Seismic Design of Reinforced Masonry Shear-wall Structures
Curation progress:

The experiment contains sensor measurements, metadata, and documentation. DOI was assigned.

Complete - 03/05/2013

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Experiment-4: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-03 at UT Austin
Experiment Type: Large Scale
Description: Specimen UT-PBS-03 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 an axial load equal to zero. 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 - November 30, 2011
Facility: University of Texas at Austin, TX, United States
Specimen Type: CMU Wall
Material: CMU Wall CMU Wall (view)
Sensors: PBS-03
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
Loading Trial-1..
Related Documents:
No files available
Tags (keywords):
  1. Shear Wall
  2. quasi-static
  3. reinforced masonry
Cite this work:
Farhad Ahmadi, Richard Klingner (2012). "Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-03 at UT Austin", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D34M9193W