In-plane elastic buckling of parabolic shallow arches

Jiho Moon, Kiyong Yoon, Hakeun Lee

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Abstract

    This paper investigated the nonlinear elastic behavior of pin-ended shallow parabolic arches. The static perturbation method is used to solve the nonlinear equilibrium equation for the shallow arches. From the results, the limiting dimensionless rise which classifies the buckling mode and the load-displacement relationship of the pin-ended shallow parabolic arches are proposed. The results are compared to those of the finite element method. It is found that the proposed solution provides a good prediction of the buckling behavior of pin-ended shallow parabolic arches.

    Original languageEnglish
    Title of host publicationProceedings of 8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, PSSC 2007
    Pages463-468
    Number of pages6
    Publication statusPublished - 2007
    Event8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, PSSC 2007 - Wairakei, New Zealand
    Duration: 2007 Mar 132007 Mar 16

    Publication series

    NameProceedings of 8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, PSSC 2007
    Volume2

    Other

    Other8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, PSSC 2007
    Country/TerritoryNew Zealand
    CityWairakei
    Period07/3/1307/3/16

    ASJC Scopus subject areas

    • General Engineering

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