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    Underdetermined Blind Identification of Structures by Using the Modified Cross-Correlation Method

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 004
    Author:
    B. Hazra
    ,
    A. Sadhu
    ,
    A. J. Roffel
    ,
    P. E. Paquet
    ,
    S. Narasimhan
    DOI: 10.1061/(ASCE)EM.1943-7889.0000328
    Publisher: American Society of Civil Engineers
    Abstract: The modified cross-correlation (MCC) blind identification method is extended to handle the underdetermined case of structural system identification. The underdetermined case is one in which the number of sensors is less than the number of identifiable modes. The basic framework of the modified cross-correlation method is retained in cases in which multiple covariance matrices constructed from the correlation of the responses are diagonalized. The solution to the underdetermined blind identification consists of two stages: the generation of intrinsic mode functions (IMFs) from the measurements by using empirical mode decomposition (EMD) and the application of the modified cross-correlation method to the decomposed signals. The available measurements are first decomposed into IMFs by using the sifting process of EMD. Subsequently, the IMFs are used as initial estimates for the sources, and the MCC method is implemented in an iterative framework. Initial estimates for the mixing matrix necessary to start the iterative process are selected using assumed shape functions that satisfy the essential boundary conditions. The need for sensor measurements at all the relevant degrees of freedom (DOF) to identify the mode shapes is alleviated in this approach. This is the main advantage of the proposed method. Vibration responses collected from the apron control tower located at the Toronto Pearson International Airport are used for demonstration.
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      Underdetermined Blind Identification of Structures by Using the Modified Cross-Correlation Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/60798
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    • Journal of Engineering Mechanics

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    contributor authorB. Hazra
    contributor authorA. Sadhu
    contributor authorA. J. Roffel
    contributor authorP. E. Paquet
    contributor authorS. Narasimhan
    date accessioned2017-05-08T21:43:41Z
    date available2017-05-08T21:43:41Z
    date copyrightApril 2012
    date issued2012
    identifier other%28asce%29em%2E1943-7889%2E0000338.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60798
    description abstractThe modified cross-correlation (MCC) blind identification method is extended to handle the underdetermined case of structural system identification. The underdetermined case is one in which the number of sensors is less than the number of identifiable modes. The basic framework of the modified cross-correlation method is retained in cases in which multiple covariance matrices constructed from the correlation of the responses are diagonalized. The solution to the underdetermined blind identification consists of two stages: the generation of intrinsic mode functions (IMFs) from the measurements by using empirical mode decomposition (EMD) and the application of the modified cross-correlation method to the decomposed signals. The available measurements are first decomposed into IMFs by using the sifting process of EMD. Subsequently, the IMFs are used as initial estimates for the sources, and the MCC method is implemented in an iterative framework. Initial estimates for the mixing matrix necessary to start the iterative process are selected using assumed shape functions that satisfy the essential boundary conditions. The need for sensor measurements at all the relevant degrees of freedom (DOF) to identify the mode shapes is alleviated in this approach. This is the main advantage of the proposed method. Vibration responses collected from the apron control tower located at the Toronto Pearson International Airport are used for demonstration.
    publisherAmerican Society of Civil Engineers
    titleUnderdetermined Blind Identification of Structures by Using the Modified Cross-Correlation Method
    typeJournal Paper
    journal volume138
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000328
    treeJournal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 004
    contenttypeFulltext
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