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    Natural Frequencies of Thin‐Walled Bars of Open Cross Section

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 010
    Author:
    T. M. Roberts
    DOI: 10.1061/(ASCE)0733-9399(1987)113:10(1584)
    Publisher: American Society of Civil Engineers
    Abstract: The natural vibration frequencies of thin‐walled bars of open cross section are studied, with particular emphasis on the influence of asymmetry and destabilizing forces on the interaction between various modes. It is concluded that interactive vibrations are induced by both asymmetry and destabilizing forces. The validity of the solutions obtained is confirmed by the fact that the lowest natural frequencies reduce to zero when the applied forces are equal to the static critical forces for instability in the corresponding modes.
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      Natural Frequencies of Thin‐Walled Bars of Open Cross Section

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75697
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    contributor authorT. M. Roberts
    date accessioned2017-05-08T22:16:11Z
    date available2017-05-08T22:16:11Z
    date copyrightOctober 1987
    date issued1987
    identifier other%28asce%290733-9399%281987%29113%3A10%281584%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75697
    description abstractThe natural vibration frequencies of thin‐walled bars of open cross section are studied, with particular emphasis on the influence of asymmetry and destabilizing forces on the interaction between various modes. It is concluded that interactive vibrations are induced by both asymmetry and destabilizing forces. The validity of the solutions obtained is confirmed by the fact that the lowest natural frequencies reduce to zero when the applied forces are equal to the static critical forces for instability in the corresponding modes.
    publisherAmerican Society of Civil Engineers
    titleNatural Frequencies of Thin‐Walled Bars of Open Cross Section
    typeJournal Paper
    journal volume113
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1987)113:10(1584)
    treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 010
    contenttypeFulltext
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