Unbonded Post-Tensioned Cast-in-Place Concrete Walls For Seismic Resistance: Wall 2
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https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2012-1132.groups/Experiment-2
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资源简介：
The objective of the test was to study the behavior and performance of unbonded post-tensioned cast-in-place wall with high ratio of post-tensioned steel to reinforcement steel. The wall was subjected to quasi-static cyclic loading. Load control as well as displacement control loading modes were applied to the specimen. The loading protocol was based on ACI ITG-5.1-07. There were three cycles for each given drift. Fracture of longitudinal steel was the failure mode observed during the experiment.
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2015-02-03
