Design, Construction, and Installation of a Floating Caisson Used as a Bridge Pier
Author:
Affiliation:
1. President, Offshore Structure Analysis, Inc., 13613 Capista Dr., Plainfield, IL 60544.
2. Vice President, ZENTECH Inc., 8582 Katy Freeway, Houston, TX 77024.
3. Project Manager, ZENTECH Inc., 8582 Katy Freeway, Houston, TX 77024.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Ocean Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-950X%282006%29132%3A3%28143%29
Reference7 articles.
1. American Petroleum Institute (API). (1997). “Recommended practice for design and analysis of stationkeeping systems for floating structures.” Rep. API RP 2SK API Washington D.C.
2. Numerical Simulation of Multiple Floating Structures With Nonlinear Constraints
3. Chakrabarti S. K. Debus K. K. Berkoe J. and Rosendall B. (2004). “Current-caisson interaction at supercritical Reynolds number by computational fluid dynamics.” Proc. 23rd Int. Conf. on Offshore Mechanics and Arctic Engineering ASME OMAE2004-51236 Vancouver B.C. Canada.
4. Chakrabarti S. K. and McBride M. (2004). “Current forces on a large pier near an existing pier.” Proc. 23rd Int. Conf. on Offshore Mechanics and Arctic Engineering ASME OMAE2004-51259 Vancouver B.C. Canada.
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