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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 Fixed-fixed CMU Wall Specimen UT-PBS-06 at UT Austin
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DOI:10.4231/D3D21RJ25
Experiment Type: Large Scale
Description: The shear-wall specimen UT-PBS-06 with aspect ratio of 1.0 and axial load of 68.3 kips tested at UT Austin used nominal 8- x 8- x 16-in. lightweight concrete masonry units (ASTM C90); coarse grout by proportion (ASTM C476); and ASTM C270 Type S cement-lime mortar by proportion.

This folder contains all the design details, material properties, and data obtained during the test.
Dates: December 01, 2011 - December 12, 2012
Facility: University of Texas at Austin, TX, United States
Equipment:
Specimen Type: CMU Wall-UT-PBS-06
Material: CMU Wall CMU Wall (view)
Sensors: UT-PBS-06
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 (2013). "Cyclic Tests of Fixed-fixed CMU Wall Specimen UT-PBS-06 at UT Austin", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3D21RJ25