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    Buckling of a Rectangular Frame Revisited

    Source: Journal of Applied Mechanics:;1987:;volume( 054 ):;issue: 003::page 617
    Author:
    P. Seide
    DOI: 10.1115/1.3173078
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An investigation of the buckling under uniform beam load of a rectangular frame with columns restrained by linear rotational springs indicates that for certain ranges of bending stiffness ratio, length-height ratio, and support rotational stiffness parameter, the antisymmetrical bifurcation mode of buckling does not exist and buckling occurs at a symmetrical deformation limit load. The ranges of parameters for which this phenomenon may be important are studied.
    keyword(s): Structural frames , Buckling , Stress , Stiffness , Springs , Bifurcation , Deformation AND Symmetry (Physics) ,
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      Buckling of a Rectangular Frame Revisited

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    https://yetl.yabesh.ir/yetl1/handle/yetl/102067
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    contributor authorP. Seide
    date accessioned2017-05-08T23:24:07Z
    date available2017-05-08T23:24:07Z
    date copyrightSeptember, 1987
    date issued1987
    identifier issn0021-8936
    identifier otherJAMCAV-26284#617_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102067
    description abstractAn investigation of the buckling under uniform beam load of a rectangular frame with columns restrained by linear rotational springs indicates that for certain ranges of bending stiffness ratio, length-height ratio, and support rotational stiffness parameter, the antisymmetrical bifurcation mode of buckling does not exist and buckling occurs at a symmetrical deformation limit load. The ranges of parameters for which this phenomenon may be important are studied.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBuckling of a Rectangular Frame Revisited
    typeJournal Paper
    journal volume54
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3173078
    journal fristpage617
    journal lastpage622
    identifier eissn1528-9036
    keywordsStructural frames
    keywordsBuckling
    keywordsStress
    keywordsStiffness
    keywordsSprings
    keywordsBifurcation
    keywordsDeformation AND Symmetry (Physics)
    treeJournal of Applied Mechanics:;1987:;volume( 054 ):;issue: 003
    contenttypeFulltext
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