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    A Deconvolution-Based Approach to Structural Dynamics System Identification and Response Prediction

    Source: Journal of Vibration and Acoustics:;2008:;volume( 130 ):;issue: 003::page 31010
    Author:
    Timothy C. Allison
    ,
    A. Keith Miller
    ,
    Daniel J. Inman
    DOI: 10.1115/1.2890387
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Two general linear time-varying system identification methods for multiple-input multiple-output systems are proposed based on the proper orthogonal decomposition (POD). The method applies the POD to express response data for linear or nonlinear systems as a modal sum of proper orthogonal modes and proper orthogonal coordinates (POCs). Drawing upon mode summation theory, an analytical expression for the POCs is developed, and two deconvolution-based methods are devised for modifying them to predict the response of the system to new loads. The first method accomplishes the identification with a single-load-response data set, but its applicability is limited to lightly damped systems with a mass matrix proportional to the identity matrix. The second method uses multiple-load-response data sets to overcome these limitations. The methods are applied to construct predictive models for linear and nonlinear beam examples without using prior knowledge of a system model. The method is also applied to a linear experiment to demonstrate a potential experimental setup and the method’s feasibility in the presence of noise. The results demonstrate that while the first method only requires a single set of load-response data, it is less accurate than the multiple-load method for most systems. Although the methods are able to reconstruct the original data sets accurately even for nonlinear systems, the results also demonstrate that a linear time-varying method cannot predict nonlinear phenomena that are not present in the original signals.
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      A Deconvolution-Based Approach to Structural Dynamics System Identification and Response Prediction

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    contributor authorTimothy C. Allison
    contributor authorA. Keith Miller
    contributor authorDaniel J. Inman
    date accessioned2017-05-09T00:31:03Z
    date available2017-05-09T00:31:03Z
    date copyrightJune, 2008
    date issued2008
    identifier issn1048-9002
    identifier otherJVACEK-28894#031010_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/139608
    description abstractTwo general linear time-varying system identification methods for multiple-input multiple-output systems are proposed based on the proper orthogonal decomposition (POD). The method applies the POD to express response data for linear or nonlinear systems as a modal sum of proper orthogonal modes and proper orthogonal coordinates (POCs). Drawing upon mode summation theory, an analytical expression for the POCs is developed, and two deconvolution-based methods are devised for modifying them to predict the response of the system to new loads. The first method accomplishes the identification with a single-load-response data set, but its applicability is limited to lightly damped systems with a mass matrix proportional to the identity matrix. The second method uses multiple-load-response data sets to overcome these limitations. The methods are applied to construct predictive models for linear and nonlinear beam examples without using prior knowledge of a system model. The method is also applied to a linear experiment to demonstrate a potential experimental setup and the method’s feasibility in the presence of noise. The results demonstrate that while the first method only requires a single set of load-response data, it is less accurate than the multiple-load method for most systems. Although the methods are able to reconstruct the original data sets accurately even for nonlinear systems, the results also demonstrate that a linear time-varying method cannot predict nonlinear phenomena that are not present in the original signals.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Deconvolution-Based Approach to Structural Dynamics System Identification and Response Prediction
    typeJournal Paper
    journal volume130
    journal issue3
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2890387
    journal fristpage31010
    identifier eissn1528-8927
    treeJournal of Vibration and Acoustics:;2008:;volume( 130 ):;issue: 003
    contenttypeFulltext
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