Unbonded Post-Tensioned Cast-in-Place Concrete Walls For Seismic Resistance: Wall 1
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The objective of the test was to study the behavior and performance of unbonded post-tensioned cast-in-place wall with low 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. Shear failure was the failure mode observed during the experiment.
创建时间：
2015-02-03
