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    Vibration of Damped Plate‐Oscillator Systems

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 001
    Author:
    James W. Nicholson
    ,
    Lawrence A. Bergman
    DOI: 10.1061/(ASCE)0733-9399(1986)112:1(14)
    Publisher: American Society of Civil Engineers
    Abstract: A classical method for obtaining the exact natural frequencies, natural modes, orthogonality relation and response due to arbitrary loading of undamped beam‐oscillator systems presented earlier by the writers is extended to viscously damped plate‐oscillator systems. The natural modes are expressed in terms of the Green's function for the vibrating plate. Damping is present in both the plate and oscillators. Modal analysis allows the determination of a closed form expression for the system response to arbitrary loading. Oscillators attached to a simply supported rectangular plate have been considered, but the method is applicable to any plate‐oscillator system, provided the Green's function for the undamped vibrating plate is known. An example involving a single oscillator attached to the plate shows the natural frequencies, natural modes and response due to two special types of loading.
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      Vibration of Damped Plate‐Oscillator Systems

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    contributor authorJames W. Nicholson
    contributor authorLawrence A. Bergman
    date accessioned2017-05-08T22:13:43Z
    date available2017-05-08T22:13:43Z
    date copyrightJanuary 1986
    date issued1986
    identifier other%28asce%290733-9399%281986%29112%3A1%2814%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74374
    description abstractA classical method for obtaining the exact natural frequencies, natural modes, orthogonality relation and response due to arbitrary loading of undamped beam‐oscillator systems presented earlier by the writers is extended to viscously damped plate‐oscillator systems. The natural modes are expressed in terms of the Green's function for the vibrating plate. Damping is present in both the plate and oscillators. Modal analysis allows the determination of a closed form expression for the system response to arbitrary loading. Oscillators attached to a simply supported rectangular plate have been considered, but the method is applicable to any plate‐oscillator system, provided the Green's function for the undamped vibrating plate is known. An example involving a single oscillator attached to the plate shows the natural frequencies, natural modes and response due to two special types of loading.
    publisherAmerican Society of Civil Engineers
    titleVibration of Damped Plate‐Oscillator Systems
    typeJournal Paper
    journal volume112
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1986)112:1(14)
    treeJournal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 001
    contenttypeFulltext
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