Assessment of Seismic Performance of Two Pile-Deck Wharf Connections
Publication: Journal of Performance of Constructed Facilities
Volume 25, Issue 2
Abstract
This paper examines the seismic response of two full-scale pile-to-deck connections of marginal wharves built in the 1980s at the Port of Los Angeles. The first test represented a precast pretensioned concrete pile-deck connection at Berth 145. This berth required extending the deck for a new crane rail and a new line of piles. The proposed wharf upgrade considered leaving the existing piles if their lateral displacement capacity exceeded the expected seismic demands. A representative connection was tested to assess the rotation capacity under reversed cyclic loading. The second test represented a typical steel pile-deck connection used in Berth 226. In this structure, the piles support a crane rail. A reversed cyclic loading test was also conducted to assess the connection deformation capacity. Both connections were able to carry the imposed axial load throughout, even when the flexural strength had degraded. The precast pile-deck connection maintained the flexural strength up to a rotation of 0.04 rad, and the steel pile-deck connection maintained its flexural strength up to a rotation of 0.015 rad.
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Acknowledgments
Funding for the test program presented here was provided by the UNSPECIFIEDPort of Los Angeles. Professor Nigel Priestley provided advice and made great efforts to propose and start the project. The pile-to-deck connection tests were conducted at Charles Lee Powell Structural Engineering Laboratory at the University of California, San Diego. Logistical and technical assistance was provided by Dr. C. Latham, and Messrs. A. Gunthardt, C. Stearns, J. Ward, B. Terrace, P. Greco, and R. Parks.
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© 2011 American Society of Civil Engineers.
History
Received: Mar 20, 2009
Accepted: Mar 9, 2010
Published online: Mar 12, 2010
Published in print: Apr 1, 2011
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