Seismic Performance of Pile-Wharf Connections_Specimen 10:Full Scale/T-Headed Bars/Unbonded
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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.
创建时间：
2013-03-01
