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    Modal Parameter Estimation for Jacket-Type Platforms Using Free-Vibration Data

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 005
    Author:
    Sau-Lon James Hu
    ,
    Ping Li
    ,
    Harold T. Vincent
    ,
    Huajun Li
    DOI: 10.1061/(ASCE)WW.1943-5460.0000089
    Publisher: American Society of Civil Engineers
    Abstract: An accurate estimation of the modal parameters of a structure, including modal frequency and damping ratio, is crucial for many practical engineering problems. This article introduces Prony’s method for identifying multiple modal parameters of a jacket-type platform from the measured free-vibration data. In contrast to the Fourier analysis for the decomposition of a periodic signal, Prony’s method involves the decomposition of a transient signal into a number of damped sinusoidal components. By using a finite-element model of a realistic offshore jacket-type platform, free-vibration data, corresponding to two different initial displacement patterns, were extracted and used in a numerical study. From the sampled response acceleration signals associated with each of the initial displacement patterns, the modal parameters of different participating modes were accurately determined. This numerical study demonstrates that the modal parameters, of at least the first nine modes of the jacket-type platform, including six translation modes and three torsion modes, can be accurately estimated by using the proposed method.
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      Modal Parameter Estimation for Jacket-Type Platforms Using Free-Vibration Data

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70367
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorSau-Lon James Hu
    contributor authorPing Li
    contributor authorHarold T. Vincent
    contributor authorHuajun Li
    date accessioned2017-05-08T22:04:06Z
    date available2017-05-08T22:04:06Z
    date copyrightSeptember 2011
    date issued2011
    identifier other%28asce%29ww%2E1943-5460%2E0000136.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70367
    description abstractAn accurate estimation of the modal parameters of a structure, including modal frequency and damping ratio, is crucial for many practical engineering problems. This article introduces Prony’s method for identifying multiple modal parameters of a jacket-type platform from the measured free-vibration data. In contrast to the Fourier analysis for the decomposition of a periodic signal, Prony’s method involves the decomposition of a transient signal into a number of damped sinusoidal components. By using a finite-element model of a realistic offshore jacket-type platform, free-vibration data, corresponding to two different initial displacement patterns, were extracted and used in a numerical study. From the sampled response acceleration signals associated with each of the initial displacement patterns, the modal parameters of different participating modes were accurately determined. This numerical study demonstrates that the modal parameters, of at least the first nine modes of the jacket-type platform, including six translation modes and three torsion modes, can be accurately estimated by using the proposed method.
    publisherAmerican Society of Civil Engineers
    titleModal Parameter Estimation for Jacket-Type Platforms Using Free-Vibration Data
    typeJournal Paper
    journal volume137
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000089
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian