Chapter
Apr 26, 2012
Design of Hurricane Wave Forces for Overwater Structures
Authors: M. Tirindelli [email protected], V. Shepsis [email protected], and J. Fu [email protected]Author Affiliations
Publication: Ports 2010: Building on the Past, Respecting the Future
Abstract
Damages occurred to overwater structures such as coastal bridges, LNG terminals and cruise ship terminals during recent hurricanes (Ivan, Wilma, Katrina and others) have required re-evaluation of engineering design criteria and methodologies for the evaluation of wave-induced forces (see Tirindelli et al., 2009; Tirindelli et al., 2007). This paper describes recent work conducted by Coast and Harbor Engineering, Inc. (CHE) with the use of the most up-to-date methods for hurricane wave forces design on overwater structures, including numerical models, semi-analytical methods and engineering formulae. The projects include design and reconstruction of Cozumel ship cruise terminal, Mexico; design of Caminada Bridge, Louisiana; design of Chef Menteur Bridge, Louisiana. This paper also presents a comparison analysis of wave loads on Chef Menteur Bridge produced by different versions of AASHTO Guide Specifications.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Coast & Harbor Engineering, Inc., 155 Montgomery Street, Suite 608, San Francisco, CA 94104. E-mail: [email protected]
Coast & Harbor Engineering, Inc., 110 Main Street, Suite 103, Edmonds, WA 98020. E-mail: [email protected]
State of Louisiana Department of Transportation and Development, 201 Capitol Access Road, Room 611L Baton Rouge, LA 70804-9245. E-mail: [email protected]
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