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    Cluster Frequencies of Continuous Uniform Plates

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author:
    Bosheng Qin
    ,
    Chuan C. Feng
    DOI: 10.1061/(ASCE)0733-9445(1983)109:12(2893)
    Publisher: American Society of Civil Engineers
    Abstract: The numerical formulas are presented for quick determination of natural frequencies of orthotropic and isotropic continuous uniform plates. A one‐way continuous plate consists of two types of independent vibration modes in both directions. The transverse mode represents the number of half‐waves across the width of a plate. The longitudinal mode possesses more implicit characteristics, nevertheless it may represent shape distribution across all the panels. It has been noted that the frequencies of continuous uniform plates can be grouped in formation of clusters. The frequency clusters analyzed in this paper are based on the transverse modes. Therefore, each cluster consists of the number of longitudinal frequencies equal to the number of panels or spans in a continuous system. An example of twelve‐span continuous plate and 164 natural frequencies is included. Over sixty percent of the frequencies has error percentage less than 0.01. The maximum error is only 0.044%.
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      Cluster Frequencies of Continuous Uniform Plates

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    contributor authorBosheng Qin
    contributor authorChuan C. Feng
    date accessioned2017-05-08T20:50:28Z
    date available2017-05-08T20:50:28Z
    date copyrightDecember 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A12%282893%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28888
    description abstractThe numerical formulas are presented for quick determination of natural frequencies of orthotropic and isotropic continuous uniform plates. A one‐way continuous plate consists of two types of independent vibration modes in both directions. The transverse mode represents the number of half‐waves across the width of a plate. The longitudinal mode possesses more implicit characteristics, nevertheless it may represent shape distribution across all the panels. It has been noted that the frequencies of continuous uniform plates can be grouped in formation of clusters. The frequency clusters analyzed in this paper are based on the transverse modes. Therefore, each cluster consists of the number of longitudinal frequencies equal to the number of panels or spans in a continuous system. An example of twelve‐span continuous plate and 164 natural frequencies is included. Over sixty percent of the frequencies has error percentage less than 0.01. The maximum error is only 0.044%.
    publisherAmerican Society of Civil Engineers
    titleCluster Frequencies of Continuous Uniform Plates
    typeJournal Paper
    journal volume109
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:12(2893)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 012
    contenttypeFulltext
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