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    Nonstationary Maximum Response Statistics for Linear Structures

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 002
    Author:
    Appasamy Senthilnathan
    ,
    Loren D. Lutes
    DOI: 10.1061/(ASCE)0733-9399(1991)117:2(294)
    Publisher: American Society of Civil Engineers
    Abstract: The mean and the variance are investigated for the maximum absolute value of a nonstationary process that represents the response buildup of a linear oscillator. The mean and variance are computed both by simulation and approximate analytical techniques, with emphasis on a comparative evaluation of available techniques and proposed procedures. The cumulative distribution function of the maximum value is represented by a form that is a function of a conditional rate of barrier crossings. This rate is computed by using a nonstationary approximation of Poisson crossings, and also by using available empirical expressions. In addition, existing expressions are used to estimate the mean and the variance of the maximum value of a nonstationary process by defining a shortened duration for an “equivalent” stationary process. Finally, the first passage problem is also posed as one governed by classical state‐space moment equations, and a modified Gaussian closure technique is used to obtain an approximate solution.
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      Nonstationary Maximum Response Statistics for Linear Structures

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    contributor authorAppasamy Senthilnathan
    contributor authorLoren D. Lutes
    date accessioned2017-05-08T22:36:10Z
    date available2017-05-08T22:36:10Z
    date copyrightFebruary 1991
    date issued1991
    identifier other%28asce%290733-9399%281991%29117%3A2%28294%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83430
    description abstractThe mean and the variance are investigated for the maximum absolute value of a nonstationary process that represents the response buildup of a linear oscillator. The mean and variance are computed both by simulation and approximate analytical techniques, with emphasis on a comparative evaluation of available techniques and proposed procedures. The cumulative distribution function of the maximum value is represented by a form that is a function of a conditional rate of barrier crossings. This rate is computed by using a nonstationary approximation of Poisson crossings, and also by using available empirical expressions. In addition, existing expressions are used to estimate the mean and the variance of the maximum value of a nonstationary process by defining a shortened duration for an “equivalent” stationary process. Finally, the first passage problem is also posed as one governed by classical state‐space moment equations, and a modified Gaussian closure technique is used to obtain an approximate solution.
    publisherAmerican Society of Civil Engineers
    titleNonstationary Maximum Response Statistics for Linear Structures
    typeJournal Paper
    journal volume117
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1991)117:2(294)
    treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 002
    contenttypeFulltext
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