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    Caughey Damping Series in Terms of Products of the Flexibility Matrix

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 009
    Author:
    Armando Lanzi
    ,
    J. Enrique Luco
    DOI: 10.1061/(ASCE)EM.1943-7889.0001306
    Publisher: American Society of Civil Engineers
    Abstract: The paper focuses on the representation of a classical damping matrix in terms of a Caughey series including only negative or zero powers of ([m]−1[k]). An explicit expression for the series in terms of prescribed modal damping ratios at a set of natural frequencies is derived which avoids the need to solve an ill-conditioned problem for the coefficients of the series. In addition, optimal choices for the coefficients of the series are presented for cases in which the natural frequencies are not known or can change as a result of structural changes. Two optimization procedures are presented: (1) analytical application of a least-squares approach for an expansion of the damping ratio into a power series of the eigenvalues; and (2) expansion of the damping matrix into a series of Legendre polynomials of matrices. Finally, the particular case of uniform damping ratios is given special consideration.
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      Caughey Damping Series in Terms of Products of the Flexibility Matrix

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    contributor authorArmando Lanzi
    contributor authorJ. Enrique Luco
    date accessioned2017-12-16T09:15:00Z
    date available2017-12-16T09:15:00Z
    date issued2017
    identifier other%28ASCE%29EM.1943-7889.0001306.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240475
    description abstractThe paper focuses on the representation of a classical damping matrix in terms of a Caughey series including only negative or zero powers of ([m]−1[k]). An explicit expression for the series in terms of prescribed modal damping ratios at a set of natural frequencies is derived which avoids the need to solve an ill-conditioned problem for the coefficients of the series. In addition, optimal choices for the coefficients of the series are presented for cases in which the natural frequencies are not known or can change as a result of structural changes. Two optimization procedures are presented: (1) analytical application of a least-squares approach for an expansion of the damping ratio into a power series of the eigenvalues; and (2) expansion of the damping matrix into a series of Legendre polynomials of matrices. Finally, the particular case of uniform damping ratios is given special consideration.
    publisherAmerican Society of Civil Engineers
    titleCaughey Damping Series in Terms of Products of the Flexibility Matrix
    typeJournal Paper
    journal volume143
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001306
    treeJournal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 009
    contenttypeFulltext
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