Rectangular Wall section - Aspect Ratio = 1.5, Axial Load P = 10%Agf'c, and Wall Shear Stress = 7.8 roots f'c. (RW-A15-P10-S78)
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https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2012-1131.groups/Experiment-4
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资源简介：
Specimen RW-A15-P10-S78, subjected to combined constant axial load and reversed cyclic lateral loading, was tested. The wall has rectangular cross section with aspect ratio of 1.5, design axial load of 10%Agf'c, and design average shear stress of 7.8 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
