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    Short-Term Structural Instability under Random Dynamic Loads

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 011
    Author:
    M. Dimentberg
    ,
    D. Iourtchenko
    ,
    A. Naess
    DOI: 10.1061/(ASCE)0733-9399(2006)132:11(1269)
    Publisher: American Society of Civil Engineers
    Abstract: In the technical note a single-degree-of-freedom system with stationary random temporal variations of its stiffness is considered. The problem of short-term instability is studied. The analysis is based on a parabolic approximation of the randomly varying apparent stiffness within the negative domain achieved by invoking a Slepian process model
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      Short-Term Structural Instability under Random Dynamic Loads

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    https://yetl.yabesh.ir/yetl1/handle/yetl/86187
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    contributor authorM. Dimentberg
    contributor authorD. Iourtchenko
    contributor authorA. Naess
    date accessioned2017-05-08T22:40:47Z
    date available2017-05-08T22:40:47Z
    date copyrightNovember 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A11%281269%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86187
    description abstractIn the technical note a single-degree-of-freedom system with stationary random temporal variations of its stiffness is considered. The problem of short-term instability is studied. The analysis is based on a parabolic approximation of the randomly varying apparent stiffness within the negative domain achieved by invoking a Slepian process model
    publisherAmerican Society of Civil Engineers
    titleShort-Term Structural Instability under Random Dynamic Loads
    typeJournal Paper
    journal volume132
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:11(1269)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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