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    Out-of plane Behaviour of I-Section Beam-columns with Slender Web

    New search for: Yang, Y.H.
    New search for: Chen, S.F.

    This article, being a companion paper of Gu and Chen (1997), concerns the out-of-plane behavior (lateral-torsional buckling) of welded I-section beam-columns with slender web. Theoretical and experimental studies show that relaxing the strict limit of web slenderness in traditional I-section beam-column design is possible and efficient. Web buckling/deflection does not seriously reduce the out-of-plane bearing capacity of such beam-columns. Design formulas are proposed for practical application to members with web slenderness 60 to 120.

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    Out-of plane Behaviour of I-Section Beam-columns with Slender Web

    New search for: Yang, Y.H.
    New search for: Chen, S.F.

    This article, being a companion paper of Gu and Chen (1997), concerns the out-of-plane behavior (lateral-torsional buckling) of welded I-section beam-columns with slender web. Theoretical and experimental studies show that relaxing the strict limit of web slenderness in traditional I-section beam-column design is possible and efficient. Web buckling/deflection does not seriously reduce the out-of-plane bearing capacity of such beam-columns. Design formulas are proposed for practical application to members with web slenderness 60 to 120.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Out-of plane Behaviour of I-Section Beam-columns with Slender Web

    New search for: Yang, Y.H.
    New search for: Chen, S.F.

    This article, being a companion paper of Gu and Chen (1997), concerns the out-of-plane behavior (lateral-torsional buckling) of welded I-section beam-columns with slender web. Theoretical and experimental studies show that relaxing the strict limit of web slenderness in traditional I-section beam-column design is possible and efficient. Web buckling/deflection does not seriously reduce the out-of-plane bearing capacity of such beam-columns. Design formulas are proposed for practical application to members with web slenderness 60 to 120.

    Access

    Check access
    Check availability in my library
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    Document information
    Title:

    Out-of plane Behaviour of I-Section Beam-columns with Slender Web

    Contributors:

    Yang, Y.H. (author) / Chen, S.F. (author)

    Published in:

    Advances in Structural Engineering ; 1 ; 169-176

    Publication date:

    1998-07-01

    Size:

    8 pages

    ISSN:

    1369-4332 , 2048-4011

    DOI:

    https://doi.org/10.1177/136943329800100301

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

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