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contributor authorBert Sweetman
contributor authorSteven R. Winterstein
date accessioned2017-05-08T22:40:01Z
date available2017-05-08T22:40:01Z
date copyrightMarch 2003
date issued2003
identifier other%28asce%290733-9399%282003%29129%3A3%28302%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85706
description abstractThe air gap response of a specific semisubmersible platform subjected to irregular waves is considered. Statistical analyses are performed on model test data for the absolute near-structure wave elevation, and these measured data are compared with predictions resulting from probabilistic models. Models applied are first-order and second-order diffraction models typical of standard practice, and two new hybrid models that include second-order effects in the incident wave, but not in the diffracted wave. The first of these hybrid models is moment based, while the second relies on narrow-band random process theory. Either of these new models can be implemented in place of the standard linear-only model with little additional computational effort, as only linear diffraction analysis is required. Both new models are found to better predict the air gap demand than standard linear diffraction analysis.
publisherAmerican Society of Civil Engineers
titleNon-Gaussian Air Gap Response Models for Floating Structures
typeJournal Paper
journal volume129
journal issue3
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2003)129:3(302)
treeJournal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 003
contenttypeFulltext


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