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contributor authorGeorge Z. Forristall
date accessioned2017-05-08T21:10:33Z
date available2017-05-08T21:10:33Z
date copyrightSeptember 2004
date issued2004
identifier other%28asce%290733-950x%282004%29130%3A5%28272%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41544
description abstractDirectional wave statistics can be used to optimize the design of offshore structures which are not symmetrical. Unfortunately there does not appear to be any consensus on how directional design criteria should be developed or used. Using simple examples, we show that commonly used methods are unconservative. In order to preserve the reliability given by designing to omnidirectional criteria, the product of the probabilities of nonexceedance from all of the direction bands must equal the omnidirectional probability. We suggest a simple method for assuring consistency between omnidirectional and directional criteria.
publisherAmerican Society of Civil Engineers
titleOn the Use of Directional Wave Criteria
typeJournal Paper
journal volume130
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2004)130:5(272)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 005
contenttypeFulltext


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