NEES Project Warehouse
The experiment contains sensor measurements, metadata, and documentation. DOI was assigned.
Complete - 03/05/2013
The curation dashboard shows your progress as you add required elements to your project or experiment.
|Experiment Type:||Large Scale|
|Description:||Specimen UT-W-13 was detailed according to the requirements of the 2011 MSJC Code. It has a height of 12 ft and a plan length of 4 ft (aspect ratio 3.0), required prescriptive reinforcement for an Intermediate Reinforced Masonry Shear Wall (2011 MSJC Code), and a normalized axial load ratio P / (fm Ag) of 0.05. The vertical reinforcement ratio was 0.0072, with No. 6 reinforcing bars at 8 in. (every cell); and the horizontal reinforcement ratio was 0.0016, with No. 4 bars at 16 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 03, 2011|
|Facility:||University of Texas at Austin, TX, United States|
|Specimen Type:||CMU Wall-UT-W-13|
|Material:||CMU Wall (view)|
No files available
|Cite this work:|