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    Non-Gaussian Air Gap Response Models for Floating Structures

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 003
    Author:
    Bert Sweetman
    ,
    Steven R. Winterstein
    DOI: 10.1061/(ASCE)0733-9399(2003)129:3(302)
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Non-Gaussian Air Gap Response Models for Floating Structures

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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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