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    Correction Criteria of Finite Element Modeling in Structural Dynamics

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 004
    Author:
    M. Tong
    ,
    Z. Liang
    ,
    G. C. Lee
    DOI: 10.1061/(ASCE)0733-9399(1992)118:4(663)
    Publisher: American Society of Civil Engineers
    Abstract: In structural dynamics, analytical models based on the finite element method are often inaccurate for complex systems. Corrections are then made by using experimental data as standard references. Due to a lack of reliable criteria to measure the effectiveness of corrections, most of the available model correction methods are empirical in nature. In this paper, we carry out a comprehensive evaluation of model corrections by incorporating both analytical properties and numerical criteria. It is shown that, in many correction procedures, neglecting the correct correspondence between the system's natural frequencies and the eigenvalues of the stiffness matrix often misleads the model corrections. A correspondence rule of complex damping ratio is then proposed to avoid this problem. Several improved model correction methods are discussed.
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      Correction Criteria of Finite Element Modeling in Structural Dynamics

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    contributor authorM. Tong
    contributor authorZ. Liang
    contributor authorG. C. Lee
    date accessioned2017-05-08T22:36:34Z
    date available2017-05-08T22:36:34Z
    date copyrightApril 1992
    date issued1992
    identifier other%28asce%290733-9399%281992%29118%3A4%28663%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83673
    description abstractIn structural dynamics, analytical models based on the finite element method are often inaccurate for complex systems. Corrections are then made by using experimental data as standard references. Due to a lack of reliable criteria to measure the effectiveness of corrections, most of the available model correction methods are empirical in nature. In this paper, we carry out a comprehensive evaluation of model corrections by incorporating both analytical properties and numerical criteria. It is shown that, in many correction procedures, neglecting the correct correspondence between the system's natural frequencies and the eigenvalues of the stiffness matrix often misleads the model corrections. A correspondence rule of complex damping ratio is then proposed to avoid this problem. Several improved model correction methods are discussed.
    publisherAmerican Society of Civil Engineers
    titleCorrection Criteria of Finite Element Modeling in Structural Dynamics
    typeJournal Paper
    journal volume118
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1992)118:4(663)
    treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 004
    contenttypeFulltext
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