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    Extreme Response of Nonlinear Structures With Low Damping Subjected to Stochastic Loading

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1999:;volume( 121 ):;issue: 004::page 255
    Author:
    A. Naess
    DOI: 10.1115/1.2829576
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The response of structures with low damping to random loading is generally characterized by significant clumping of the large response peaks. This clumping is known to affect the extreme responses of the structure. In the paper, we shall propose an approximate method to account for this effect on first passage times and extreme values of narrow-band random vibrations, both Gaussian and non-Gaussian. The method is based on the concept of joint crossing rates of a stochastic process. This makes it possible to introduce a correlation structure to the sequence of peak values, allowing the introduction of an approximate estimate of the effect of clumping on large excursions of the underlying narrow-band process. The advantage of the proposed method is that explicit, closed-form expressions for the clumping effect on first passage times and extreme values are obtained. The method is illustrated by application to specific examples.
    keyword(s): Damping , Random vibration AND Stochastic processes ,
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      Extreme Response of Nonlinear Structures With Low Damping Subjected to Stochastic Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/122662
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    contributor authorA. Naess
    date accessioned2017-05-09T00:00:35Z
    date available2017-05-09T00:00:35Z
    date copyrightNovember, 1999
    date issued1999
    identifier issn0892-7219
    identifier otherJMOEEX-28140#255_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/122662
    description abstractThe response of structures with low damping to random loading is generally characterized by significant clumping of the large response peaks. This clumping is known to affect the extreme responses of the structure. In the paper, we shall propose an approximate method to account for this effect on first passage times and extreme values of narrow-band random vibrations, both Gaussian and non-Gaussian. The method is based on the concept of joint crossing rates of a stochastic process. This makes it possible to introduce a correlation structure to the sequence of peak values, allowing the introduction of an approximate estimate of the effect of clumping on large excursions of the underlying narrow-band process. The advantage of the proposed method is that explicit, closed-form expressions for the clumping effect on first passage times and extreme values are obtained. The method is illustrated by application to specific examples.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExtreme Response of Nonlinear Structures With Low Damping Subjected to Stochastic Loading
    typeJournal Paper
    journal volume121
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2829576
    journal fristpage255
    journal lastpage260
    identifier eissn1528-896X
    keywordsDamping
    keywordsRandom vibration AND Stochastic processes
    treeJournal of Offshore Mechanics and Arctic Engineering:;1999:;volume( 121 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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