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Cyclic Tests of Cantilever CMU Wall Specimen C8 at WSU

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DataCite Commons2020-08-02 更新2025-04-16 收录
下载链接:
https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2011-1045.groups/Experiment-39
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资源简介:
Wall Specimen C8 had a height-to-length aspect ratio of 2.0, four No. 6 vertical reinforcement bars located in the two outermost cells (jamb reinforcement) and one No. 4 vertical reinforcement bar located at mid-length, two No. 3 horizontal reinforcement bars spaced 8-in. on center, and an axial load of 67 kips. The vertical reinforcement did not contain lap splices.
提供机构:
Network for Earthquake Engineering Simulation (NEES)
创建时间:
2013-06-13
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