Specimen W-60-N: Structural wall with 60db lap splices at the base and without boundary-element confinement subjected to lateral displacement reversals of increasing amplitude up to failure
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https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2011-1050.groups/Experiment-3
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资源简介：
The longitudinal reinforcement was lap spliced at the base of the wall. The length of the lap splices was 60 bar diameters. It did not have boundary-element confinement.
The wall was subjected to lateral displacement reversals of increasing amplitude up to failure. A constant axial load of approximately 10%f'c*Ag was applied.
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2014-07-15
