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    Time-Varying Linear and Nonlinear Structural Identification with Analytical Mode Decomposition and Hilbert Transform

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author:
    Zuo-Cai Wang
    ,
    Wei-Xin Ren
    ,
    Gen-Da Chen
    DOI: 10.1061/(ASCE)ST.1943-541X.0000832
    Publisher: American Society of Civil Engineers
    Abstract: Analytical mode decomposition (AMD) of a time series concerning any preselected bisecting frequency with Hilbert transform has been developed for closely spaced multicomponent signal decomposition. For this class of structures, it is often challenging, if not impossible, to apply empirical mode decomposition. In this study, the instantaneous structural frequencies are directly derived from the decomposed modal responses for systems with single and multiple degrees of freedom with both free and force vibrations, based on AMD combined with Hilbert transform analysis. The results show that the slow varying component of the instantaneous frequency of the signal is approximately equal to the instantaneous frequency of the systems for slowly time varying linear or weakly nonlinear structures. Both numerical simulations and experimental tests show that the proposed method is capable of tracking the frequency variations with high accuracy for time varying linear structures or weakly nonlinear structures.
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      Time-Varying Linear and Nonlinear Structural Identification with Analytical Mode Decomposition and Hilbert Transform

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    contributor authorZuo-Cai Wang
    contributor authorWei-Xin Ren
    contributor authorGen-Da Chen
    date accessioned2017-05-08T22:00:48Z
    date available2017-05-08T22:00:48Z
    date copyrightDecember 2013
    date issued2013
    identifier other%28asce%29st%2E1943-541x%2E0000874.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68769
    description abstractAnalytical mode decomposition (AMD) of a time series concerning any preselected bisecting frequency with Hilbert transform has been developed for closely spaced multicomponent signal decomposition. For this class of structures, it is often challenging, if not impossible, to apply empirical mode decomposition. In this study, the instantaneous structural frequencies are directly derived from the decomposed modal responses for systems with single and multiple degrees of freedom with both free and force vibrations, based on AMD combined with Hilbert transform analysis. The results show that the slow varying component of the instantaneous frequency of the signal is approximately equal to the instantaneous frequency of the systems for slowly time varying linear or weakly nonlinear structures. Both numerical simulations and experimental tests show that the proposed method is capable of tracking the frequency variations with high accuracy for time varying linear structures or weakly nonlinear structures.
    publisherAmerican Society of Civil Engineers
    titleTime-Varying Linear and Nonlinear Structural Identification with Analytical Mode Decomposition and Hilbert Transform
    typeJournal Paper
    journal volume139
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000832
    treeJournal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012
    contenttypeFulltext
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