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    Identification and Uncertainty Estimation of Structural Parameters

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 006
    Author:
    C. G. Koh
    ,
    L. M. See
    DOI: 10.1061/(ASCE)0733-9399(1994)120:6(1219)
    Publisher: American Society of Civil Engineers
    Abstract: In the application of system identification to a structural system, unknown parameters are determined based on the numerical analysis of input and output measurements. The accuracy of an identified parameter and its uncertainty both depend on the numerical method, measurement noise and modeling error. Most studies, however, identify parameter means without addressing the issue of parameter uncertainties. Presented in this paper is an improved version of the commonly used extended Kalman filter (EKF) by incorporating an adaptive filter procedure. The system noise covariance is updated in time segments in order to ensure statistical consistency between the predicted error covariance and the mean square of actual residuals. Comprising two stages in a cycle, the adaptive EKF method not only identifies the parameter values but also gives a useful estimate of uncertainties. Two numerical examples of simulation with noise are presented. The first example illustrates the superior statistical performance of the proposed method over the conventional EKF method. The second example demonstrates the numerical accuracy and efficiency of this method, with and without modeling error, in comparison with a published least‐squares approach.
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      Identification and Uncertainty Estimation of Structural Parameters

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    contributor authorC. G. Koh
    contributor authorL. M. See
    date accessioned2017-05-08T22:37:16Z
    date available2017-05-08T22:37:16Z
    date copyrightJune 1994
    date issued1994
    identifier other%28asce%290733-9399%281994%29120%3A6%281219%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84072
    description abstractIn the application of system identification to a structural system, unknown parameters are determined based on the numerical analysis of input and output measurements. The accuracy of an identified parameter and its uncertainty both depend on the numerical method, measurement noise and modeling error. Most studies, however, identify parameter means without addressing the issue of parameter uncertainties. Presented in this paper is an improved version of the commonly used extended Kalman filter (EKF) by incorporating an adaptive filter procedure. The system noise covariance is updated in time segments in order to ensure statistical consistency between the predicted error covariance and the mean square of actual residuals. Comprising two stages in a cycle, the adaptive EKF method not only identifies the parameter values but also gives a useful estimate of uncertainties. Two numerical examples of simulation with noise are presented. The first example illustrates the superior statistical performance of the proposed method over the conventional EKF method. The second example demonstrates the numerical accuracy and efficiency of this method, with and without modeling error, in comparison with a published least‐squares approach.
    publisherAmerican Society of Civil Engineers
    titleIdentification and Uncertainty Estimation of Structural Parameters
    typeJournal Paper
    journal volume120
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1994)120:6(1219)
    treeJournal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 006
    contenttypeFulltext
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