Seismic Performance of Pile-Wharf Connections_Specimen 05: 2/3 Scale/Inward Bent Dowels/Axial Load
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下载链接：
https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2005-0086.groups/Experiment-11
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资源简介：
Specimen 5 was a 2/3 scale model of a common pile-to-deck connection. Specimen 5 consisted of a precast concrete pile which connected with inward bent dowels to a reinforced concrete deck. An Axial load was applied.
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2013-03-01
