Rectangular Wall section - Aspect Ratio = 2.0, Axial Load P = 10%Agf'c, and Wall Shear Stress = 3.8 roots f'c. (RW-A20-P10-S38)

Name: Rectangular Wall section - Aspect Ratio = 2.0, Axial Load P = 10%Agf'c, and Wall Shear Stress = 3.8 roots f'c. (RW-A20-P10-S38)
Creator: Network for Earthquake Engineering Simulation (NEES)
Published: 2014-03-06T14:50:58+08:00

DataCite Commons2020-08-02 更新2025-04-16 收录

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数据链接：

https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2012-1131.groups/Experiment-1 数据链接链接失效反馈

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资源简介：

Specimen RW-A20-P10-S38, subjected to combined constant axial load and reversed cyclic lateral loading, was tested. The wall has rectangular cross section with aspect ratio of 2.0, design axial load of 10%Agf'c, and design average shear stress of 3.8 multiplied with square root of f'c (psi).

提供机构：

Network for Earthquake Engineering Simulation (NEES)

创建时间：

2014-03-06