Seismic Performance of Pile-Wharf Connections_Specimen 10:Full Scale/T-Headed Bars/Unbonded
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下载链接：
https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2005-0086.groups/Experiment-8
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资源简介：
Specimen 10 was similar to Specimen 9:Full Scale/T-Headed Bars/Reference, except that the T-headed connection steel was unbonded for 15 inches, centered about the end of the pile. Specimen 10 consisted of a precast concrete pile connected to a reinforced concrete deck through partial embedment and longitudinal T-Headed connnection steel.
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2013-03-01
