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    Out-of-Plane Free Vibration Analysis of a Horizontally Circular Curved Beam Carrying Arbitrary Sets of Concentrated Elements

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author:
    Jong-Shyong Wu
    ,
    Yung-Chuan Chen
    DOI: 10.1061/(ASCE)ST.1943-541X.0000290
    Publisher: American Society of Civil Engineers
    Abstract: For convenience, a horizontally circular curved beam without any attachments is called a “bare” curved beam and the one carrying any attachments is called a “loaded” curved beam, in this paper. For the out-of-plane free vibrations of bare curved beams, one can find some exact solutions from the existing literature, but this is not true for those of the loaded curved beams. One of the main reasons for the last situation is due to the difficulty of solving a complex-variable eigenvalue equation. It is well known that the half-interval method is one of the simplest techniques for searching the roots of an eigenvalue equation. However, it suffers difficulty if the eigenvalue equation is a determinant form
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      Out-of-Plane Free Vibration Analysis of a Horizontally Circular Curved Beam Carrying Arbitrary Sets of Concentrated Elements

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    contributor authorJong-Shyong Wu
    contributor authorYung-Chuan Chen
    date accessioned2017-05-08T21:59:17Z
    date available2017-05-08T21:59:17Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29st%2E1943-541x%2E0000330.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68186
    description abstractFor convenience, a horizontally circular curved beam without any attachments is called a “bare” curved beam and the one carrying any attachments is called a “loaded” curved beam, in this paper. For the out-of-plane free vibrations of bare curved beams, one can find some exact solutions from the existing literature, but this is not true for those of the loaded curved beams. One of the main reasons for the last situation is due to the difficulty of solving a complex-variable eigenvalue equation. It is well known that the half-interval method is one of the simplest techniques for searching the roots of an eigenvalue equation. However, it suffers difficulty if the eigenvalue equation is a determinant form
    publisherAmerican Society of Civil Engineers
    titleOut-of-Plane Free Vibration Analysis of a Horizontally Circular Curved Beam Carrying Arbitrary Sets of Concentrated Elements
    typeJournal Paper
    journal volume137
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000290
    treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 002
    contenttypeFulltext
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