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    Inelastic buckling of unbraced space frames

    New search for: McVinnie, W.W.
    New search for: Gaylord, E.H.

    Lateral buckling of unbraced orthogonal space frame is studied analytically; frame consists of four simply-supported columns and four beams, with two beams framing into each column top; all members are of hollow, rectangular cross section of elastic-plastic material; uniform load is applied to each beam along with concentrated loads at column tops to simulate multistory frames; both frame and loading have two planes of symmetry; collapse load, assuming frame to remain stable, and lateral buckling load are determined; equations for estimating lateral buckling load for frames.

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    Inelastic buckling of unbraced space frames

    New search for: McVinnie, W.W.
    New search for: Gaylord, E.H.

    Lateral buckling of unbraced orthogonal space frame is studied analytically; frame consists of four simply-supported columns and four beams, with two beams framing into each column top; all members are of hollow, rectangular cross section of elastic-plastic material; uniform load is applied to each beam along with concentrated loads at column tops to simulate multistory frames; both frame and loading have two planes of symmetry; collapse load, assuming frame to remain stable, and lateral buckling load are determined; equations for estimating lateral buckling load for frames.

    Access

    Access via TIB
    Check availability in my library

    Inelastic buckling of unbraced space frames

    New search for: McVinnie, W.W.
    New search for: Gaylord, E.H.

    Lateral buckling of unbraced orthogonal space frame is studied analytically; frame consists of four simply-supported columns and four beams, with two beams framing into each column top; all members are of hollow, rectangular cross section of elastic-plastic material; uniform load is applied to each beam along with concentrated loads at column tops to simulate multistory frames; both frame and loading have two planes of symmetry; collapse load, assuming frame to remain stable, and lateral buckling load are determined; equations for estimating lateral buckling load for frames.

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    Document information
    Title:

    Inelastic buckling of unbraced space frames

    Additional title:

    ASCE -- Proc (J Structural Div)

    Contributors:

    McVinnie, W.W. (author) / Gaylord, E.H. (author)

    Published in:

    American Society of Civil Engineers Proceedings, Journal of the Structural Division ; 94

    Publication date:

    1968

    Size:

    23 pages

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Keywords:

    Structural design

    © Metadata Copyright Elsevier B. V. All rights reserved.

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