Cyclic Tests of Cantilever CMU Wall Specimen UT-PBF-05 at UT Austin with Aspect Ratio Equal to 4.50
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https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2011-1045.groups/Experiment-3
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资源简介：
Specimen UT-PBF-05 has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required a normalized axial load ratio P / (fm Ag) of 0.00. The vertical reinforcement ratio was 0.0129, with No. 8 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 tests.
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2012-12-14
