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    Nonlinear Marine Structures With Random Excitation

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1988:;volume( 110 ):;issue: 003::page 246
    Author:
    E. R. Jefferys
    DOI: 10.1115/1.3257058
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Various important types of offshore structure contain significant nonlinearities or time-varying coefficients in their equations of motion. Well-known examples include tension leg platforms, free-hanging risers, single-buoy moorings, ships moored against fenders and vessels constrained by stiffening moorings. When subject to sinusoidal wave excitation, time domain mathematical models of these structures can display large subharmonic or chaotic motions. This paper shows that such behavior is often an artifact of the regularity of the excitation and is usually unlikely to present a significant problem in a random sea. Narrow-band vessel response can, however, generate near-harmonic motions to create conditions in which these instabilities may become important.
    keyword(s): Motion , Offshore structures , Waves , Equations of motion , Mooring , Pipeline risers , Random excitation , Ships , Vessels , Tension-leg platforms , Seas , Buoys AND Marine structures ,
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      Nonlinear Marine Structures With Random Excitation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/104273
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorE. R. Jefferys
    date accessioned2017-05-08T23:27:52Z
    date available2017-05-08T23:27:52Z
    date copyrightAugust, 1988
    date issued1988
    identifier issn0892-7219
    identifier otherJMOEEX-28052#246_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104273
    description abstractVarious important types of offshore structure contain significant nonlinearities or time-varying coefficients in their equations of motion. Well-known examples include tension leg platforms, free-hanging risers, single-buoy moorings, ships moored against fenders and vessels constrained by stiffening moorings. When subject to sinusoidal wave excitation, time domain mathematical models of these structures can display large subharmonic or chaotic motions. This paper shows that such behavior is often an artifact of the regularity of the excitation and is usually unlikely to present a significant problem in a random sea. Narrow-band vessel response can, however, generate near-harmonic motions to create conditions in which these instabilities may become important.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNonlinear Marine Structures With Random Excitation
    typeJournal Paper
    journal volume110
    journal issue3
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.3257058
    journal fristpage246
    journal lastpage253
    identifier eissn1528-896X
    keywordsMotion
    keywordsOffshore structures
    keywordsWaves
    keywordsEquations of motion
    keywordsMooring
    keywordsPipeline risers
    keywordsRandom excitation
    keywordsShips
    keywordsVessels
    keywordsTension-leg platforms
    keywordsSeas
    keywordsBuoys AND Marine structures
    treeJournal of Offshore Mechanics and Arctic Engineering:;1988:;volume( 110 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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