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    Modal Scaling from Known Mass Perturbations

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 009
    Author:
    Dionisio Bernal
    DOI: 10.1061/(ASCE)0733-9399(2004)130:9(1083)
    Publisher: American Society of Civil Engineers
    Abstract: When the identification of a linear system is carried out without deterministic input information the scaling constants that connect the eigensolution to the matrices of the physical system are not determined. One way to generate information to compute these constants is by testing the structure with known modifications and examining how the eigensolution changes. Closed-form uncoupled expressions have been derived from this idea by requiring that the changes in the frequencies, or the mode shapes, be small. For general modifications, however, the solution is currently sought in the less convenient framework of a nonlinear optimization. This paper presents a new formulation that can accommodate arbitrary modifications yet retains the computational advantages of a closed-form solution. Results from a statistical simulation study suggest that the new expression is not only computationally attractive, but can lead to improvements in accuracy when compared to the existing alternatives.
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      Modal Scaling from Known Mass Perturbations

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    contributor authorDionisio Bernal
    date accessioned2017-05-08T22:40:27Z
    date available2017-05-08T22:40:27Z
    date copyrightSeptember 2004
    date issued2004
    identifier other%28asce%290733-9399%282004%29130%3A9%281083%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85977
    description abstractWhen the identification of a linear system is carried out without deterministic input information the scaling constants that connect the eigensolution to the matrices of the physical system are not determined. One way to generate information to compute these constants is by testing the structure with known modifications and examining how the eigensolution changes. Closed-form uncoupled expressions have been derived from this idea by requiring that the changes in the frequencies, or the mode shapes, be small. For general modifications, however, the solution is currently sought in the less convenient framework of a nonlinear optimization. This paper presents a new formulation that can accommodate arbitrary modifications yet retains the computational advantages of a closed-form solution. Results from a statistical simulation study suggest that the new expression is not only computationally attractive, but can lead to improvements in accuracy when compared to the existing alternatives.
    publisherAmerican Society of Civil Engineers
    titleModal Scaling from Known Mass Perturbations
    typeJournal Paper
    journal volume130
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2004)130:9(1083)
    treeJournal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 009
    contenttypeFulltext
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