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    Substructure Stiffness and Mass Updating through Minimization of Modal Dynamic Residuals

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 005
    Author:
    Dapeng Zhu
    ,
    Xinjun Dong
    ,
    Yang Wang
    DOI: 10.1061/(ASCE)EM.1943-7889.0001063
    Publisher: American Society of Civil Engineers
    Abstract: This research studies a substructure finite element model updating approach that requires vibration data from only part of a large structure (i.e., a substructure). The residual structure is condensed using a limited number of dominant modal coordinates, whereas the substructure model remains at high resolution. To update the condensed model, physical parameters in the substructure and modal parameters of the residual structure are chosen as optimization variables; minimization of modal dynamic residuals from the eigenvalue equations in structural dynamics is chosen as the optimization objective. An iterative linearization procedure is adopted for efficiently solving the optimization problem. The proposed substructure model updating approach is validated with 1D, 2D, and 3D examples.
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      Substructure Stiffness and Mass Updating through Minimization of Modal Dynamic Residuals

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243082
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    contributor authorDapeng Zhu
    contributor authorXinjun Dong
    contributor authorYang Wang
    date accessioned2017-12-30T12:53:52Z
    date available2017-12-30T12:53:52Z
    date issued2016
    identifier other%28ASCE%29EM.1943-7889.0001063.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243082
    description abstractThis research studies a substructure finite element model updating approach that requires vibration data from only part of a large structure (i.e., a substructure). The residual structure is condensed using a limited number of dominant modal coordinates, whereas the substructure model remains at high resolution. To update the condensed model, physical parameters in the substructure and modal parameters of the residual structure are chosen as optimization variables; minimization of modal dynamic residuals from the eigenvalue equations in structural dynamics is chosen as the optimization objective. An iterative linearization procedure is adopted for efficiently solving the optimization problem. The proposed substructure model updating approach is validated with 1D, 2D, and 3D examples.
    publisherAmerican Society of Civil Engineers
    titleSubstructure Stiffness and Mass Updating through Minimization of Modal Dynamic Residuals
    typeJournal Paper
    journal volume142
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001063
    page04016013
    treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 005
    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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