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    Enhanced Power Spectral Density Transmissibility Matrix for Operational Modal Analysis of Structures

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author:
    Iván Gómez Araújo
    ,
    Jose Elias Laier
    ,
    Ricardo Carrazedo
    DOI: 10.1061/(ASCE)ST.1943-541X.0002322
    Publisher: American Society of Civil Engineers
    Abstract: The approach for identifying modal parameters of a structure from power spectral density transmissibility matrices, called the PSDTM-SVD method, is improved to identify modal parameters (including damping ratios) in a condition when the structure is not completely loaded. Therefore, an enhanced PSDTM-SVD method is proposed based on the use of a modified Moore-Penrose inverse to evaluate the singularity of the transmissibility matrices at the system poles and thus determine natural frequencies, mode shapes, and damping ratios. In the inverse modified operation, it is necessary to use a maximum number of singular values, which depends on the rank of the transmissibility matrix. One cause of the reduction of the matrix rank is the number of uncorrelated loads present in the structure. In this way, we propose a procedure for the automatic identification of the number of singular values that must be used in the Moore-Penrose inverse. Different numerical examples of a beam model subjected to colored noise excitations and data from an operational vibration bridge test showed that the proposed method is capable of identifying modal parameters.
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      Enhanced Power Spectral Density Transmissibility Matrix for Operational Modal Analysis of Structures

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    contributor authorIván Gómez Araújo
    contributor authorJose Elias Laier
    contributor authorRicardo Carrazedo
    date accessioned2019-09-18T10:39:23Z
    date available2019-09-18T10:39:23Z
    date issued2019
    identifier other%28ASCE%29ST.1943-541X.0002322.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259885
    description abstractThe approach for identifying modal parameters of a structure from power spectral density transmissibility matrices, called the PSDTM-SVD method, is improved to identify modal parameters (including damping ratios) in a condition when the structure is not completely loaded. Therefore, an enhanced PSDTM-SVD method is proposed based on the use of a modified Moore-Penrose inverse to evaluate the singularity of the transmissibility matrices at the system poles and thus determine natural frequencies, mode shapes, and damping ratios. In the inverse modified operation, it is necessary to use a maximum number of singular values, which depends on the rank of the transmissibility matrix. One cause of the reduction of the matrix rank is the number of uncorrelated loads present in the structure. In this way, we propose a procedure for the automatic identification of the number of singular values that must be used in the Moore-Penrose inverse. Different numerical examples of a beam model subjected to colored noise excitations and data from an operational vibration bridge test showed that the proposed method is capable of identifying modal parameters.
    publisherAmerican Society of Civil Engineers
    titleEnhanced Power Spectral Density Transmissibility Matrix for Operational Modal Analysis of Structures
    typeJournal Paper
    journal volume145
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002322
    page04019043
    treeJournal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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