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    Response of Systems with Uncertain Parameters to Stochastic Excitation

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 005
    Author:
    H. Jensen
    ,
    W. D. Iwan
    DOI: 10.1061/(ASCE)0733-9399(1992)118:5(1012)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a method for the dynamic analysis of linear systems with uncertain parameters to stochastic excitation. The applied forcing function is modeled as a modulated Gaussian white‐noise process in time. A procedure to derive the random state‐space equation for the response covariance matrix of the system is presented. The covariance equation is then integrated in time and the response variability is computed. The proposed method is applied to the random response of a five‐degree‐of‐freedom primary‐secondary system. Five different values of the ratio of the fundamental natural frequency of the primary to secondary system are considered along with two different ratios of primary‐ to secondary‐system mass. Two types of uncertainty are considered: uncertain primary‐system stiffness and damping, and uncertain secondary‐system stiffness and damping. Results are reported for the effect of system uncertainty on both the relative displacement and absolute acceleration response of the secondary system. It is concluded that uncertainty in the stiffness of the primary and secondary systems has a very strong influence on the response of the secondary system and its reliability, and must be properly accounted for in the analysis of such systems.
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      Response of Systems with Uncertain Parameters to Stochastic Excitation

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    contributor authorH. Jensen
    contributor authorW. D. Iwan
    date accessioned2017-05-08T22:36:36Z
    date available2017-05-08T22:36:36Z
    date copyrightMay 1992
    date issued1992
    identifier other%28asce%290733-9399%281992%29118%3A5%281012%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83688
    description abstractThis paper presents a method for the dynamic analysis of linear systems with uncertain parameters to stochastic excitation. The applied forcing function is modeled as a modulated Gaussian white‐noise process in time. A procedure to derive the random state‐space equation for the response covariance matrix of the system is presented. The covariance equation is then integrated in time and the response variability is computed. The proposed method is applied to the random response of a five‐degree‐of‐freedom primary‐secondary system. Five different values of the ratio of the fundamental natural frequency of the primary to secondary system are considered along with two different ratios of primary‐ to secondary‐system mass. Two types of uncertainty are considered: uncertain primary‐system stiffness and damping, and uncertain secondary‐system stiffness and damping. Results are reported for the effect of system uncertainty on both the relative displacement and absolute acceleration response of the secondary system. It is concluded that uncertainty in the stiffness of the primary and secondary systems has a very strong influence on the response of the secondary system and its reliability, and must be properly accounted for in the analysis of such systems.
    publisherAmerican Society of Civil Engineers
    titleResponse of Systems with Uncertain Parameters to Stochastic Excitation
    typeJournal Paper
    journal volume118
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1992)118:5(1012)
    treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 005
    contenttypeFulltext
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