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    Rational Fraction Polynomial Method and Random Decrement Technique for Force-Excited Acceleration Responses

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 009
    Author:
    Chiu Jen Ku
    ,
    Yukio Tamura
    DOI: 10.1061/(ASCE)0733-9445(2009)135:9(1134)
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses a parameter identification problem of a linear dynamic system resulting from forced acceleration responses when input forces are unknown. The problem is attributed to an input force imposed on its impulse acceleration response function. An identification procedure is provided as a solution to reduce the error caused by the identification problem. The procedure applies the mode indicator function, the complex mode indication function, and the rational fraction polynomial method to identify the modal parameters of the dynamic system from the frequency response functions of the random decrement signatures. Applicability of this procedure is investigated through numerical simulations of a three degree-of-freedom dynamic system loaded by Gaussian white and color noise forces. For the purpose of comparison, the autoregressive model is also used to analyze the same example. Results show that the proposed procedure can improve the identification accuracy of the modal parameters from the acceleration-based random decrement signatures, when comparing with the use of the autoregressive model.
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      Rational Fraction Polynomial Method and Random Decrement Technique for Force-Excited Acceleration Responses

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35441
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    contributor authorChiu Jen Ku
    contributor authorYukio Tamura
    date accessioned2017-05-08T21:00:55Z
    date available2017-05-08T21:00:55Z
    date copyrightSeptember 2009
    date issued2009
    identifier other%28asce%290733-9445%282009%29135%3A9%281134%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35441
    description abstractThis paper addresses a parameter identification problem of a linear dynamic system resulting from forced acceleration responses when input forces are unknown. The problem is attributed to an input force imposed on its impulse acceleration response function. An identification procedure is provided as a solution to reduce the error caused by the identification problem. The procedure applies the mode indicator function, the complex mode indication function, and the rational fraction polynomial method to identify the modal parameters of the dynamic system from the frequency response functions of the random decrement signatures. Applicability of this procedure is investigated through numerical simulations of a three degree-of-freedom dynamic system loaded by Gaussian white and color noise forces. For the purpose of comparison, the autoregressive model is also used to analyze the same example. Results show that the proposed procedure can improve the identification accuracy of the modal parameters from the acceleration-based random decrement signatures, when comparing with the use of the autoregressive model.
    publisherAmerican Society of Civil Engineers
    titleRational Fraction Polynomial Method and Random Decrement Technique for Force-Excited Acceleration Responses
    typeJournal Paper
    journal volume135
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2009)135:9(1134)
    treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 009
    contenttypeFulltext
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