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contributor authorR. G. Bea
contributor authorR. Iversen
contributor authorT. Xu
date accessioned2017-05-09T00:05:41Z
date available2017-05-09T00:05:41Z
date copyrightFebruary, 2001
date issued2001
identifier issn0892-7219
identifier otherJMOEEX-28163#10_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/125695
description abstractThe extreme condition storm wave crest heights for many older platforms indicate that there would be “green water” in the lower decks. The API guidelines to determine wave forces acting on the decks of these platforms indicate that most platforms cannot survive such loadings. The decks must either be removed or the decks raised to clear the specified wave crests. A variety of laboratory tests have been performed to address this problem. Several approaches have been developed to compute the wave crest loadings and the responses of the platforms to the loadings. There have been many instances in which platforms have experienced significant wave loadings in their lower decks during hurricanes. Some of these platforms have survived and some have failed. This paper summarizes results from a study of laboratory test results and the performance of platforms in the Gulf of Mexico that have survived and failed during hurricane wave loadings in their decks. Modifications to the API deck wave force guidelines are discussed and validated with laboratory test data and platform field performance during hurricanes.
publisherThe American Society of Mechanical Engineers (ASME)
titleWave-in-Deck Forces on Offshore Platforms
typeJournal Paper
journal volume123
journal issue1
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.1342160
journal fristpage10
journal lastpage21
identifier eissn1528-896X
keywordsForce
keywordsWaves
keywordsAmerican Petroleum Institute AND Water
treeJournal of Offshore Mechanics and Arctic Engineering:;2001:;volume( 123 ):;issue: 001
contenttypeFulltext


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