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    Existence of Uncoupled Modes in Subsystem Analysis

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 004
    Author:
    Loren D. Lutes
    ,
    Ajay Singhal
    DOI: 10.1061/(ASCE)0733-9399(1990)116:4(966)
    Publisher: American Society of Civil Engineers
    Abstract: Structural models are considered that are conveniently viewed as a composite of subsystems. Conditions are sought that assure the simultaneous existence of classical uncoupled modes of vibration for the composite system and for each of the subsystems. It is shown that the Rayleigh condition for the composite system is the only situation giving precisely the desired uncoupled modes. More general conditions give approximately uncoupled modes if the system is composed of a massive primary system and a light secondary system.
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      Existence of Uncoupled Modes in Subsystem Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/82308
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    contributor authorLoren D. Lutes
    contributor authorAjay Singhal
    date accessioned2017-05-08T22:32:32Z
    date available2017-05-08T22:32:32Z
    date copyrightApril 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A4%28966%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82308
    description abstractStructural models are considered that are conveniently viewed as a composite of subsystems. Conditions are sought that assure the simultaneous existence of classical uncoupled modes of vibration for the composite system and for each of the subsystems. It is shown that the Rayleigh condition for the composite system is the only situation giving precisely the desired uncoupled modes. More general conditions give approximately uncoupled modes if the system is composed of a massive primary system and a light secondary system.
    publisherAmerican Society of Civil Engineers
    titleExistence of Uncoupled Modes in Subsystem Analysis
    typeJournal Paper
    journal volume116
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:4(966)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 004
    contenttypeFulltext
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