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    Equivalent Linearization for the Nonstationary Response Analysis of Nonlinear Systems with Random Parameters

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 005
    Author:
    Ching-Tung Huang
    ,
    Wilfred D. Iwan
    DOI: 10.1061/(ASCE)0733-9399(2006)132:5(465)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an approach for analyzing nonlinear systems with parameter uncertainty subjected to stochastic excitation. The uncertain parameters are modeled as time-independent random variables. A general solution procedure based on equivalent linearization is presented. The set of orthogonal polynomials associated with the probability density function is used as the solution basis for the response moments. In addition, the instantaneous equivalent stiffness and damping matrices are approximated as quadratic random functions. The resulting Liapunov system with explicit random coefficients can then be converted into a deterministic system using the method of weighted residuals. Applications to single-degree-of-freedom uncertain systems are given and the accuracy of the results is validated.
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      Equivalent Linearization for the Nonstationary Response Analysis of Nonlinear Systems with Random Parameters

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    contributor authorChing-Tung Huang
    contributor authorWilfred D. Iwan
    date accessioned2017-05-08T22:40:51Z
    date available2017-05-08T22:40:51Z
    date copyrightMay 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A5%28465%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86243
    description abstractThis paper presents an approach for analyzing nonlinear systems with parameter uncertainty subjected to stochastic excitation. The uncertain parameters are modeled as time-independent random variables. A general solution procedure based on equivalent linearization is presented. The set of orthogonal polynomials associated with the probability density function is used as the solution basis for the response moments. In addition, the instantaneous equivalent stiffness and damping matrices are approximated as quadratic random functions. The resulting Liapunov system with explicit random coefficients can then be converted into a deterministic system using the method of weighted residuals. Applications to single-degree-of-freedom uncertain systems are given and the accuracy of the results is validated.
    publisherAmerican Society of Civil Engineers
    titleEquivalent Linearization for the Nonstationary Response Analysis of Nonlinear Systems with Random Parameters
    typeJournal Paper
    journal volume132
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:5(465)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 005
    contenttypeFulltext
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