ON THE SIMPLIFIED DESIGN METHOD FOR INTERMEDIATE DIAPHRAGMS IN STEEL BOX GIRDER BRIDGES.

Teruhiko Yoda, Hiroyuki Shimizu, Masaharu Hirashima

    Research output: Contribution to journalArticle

    1 Citation (Scopus)

    Abstract

    The design of steel box girder bridges under unsymmetrically placed live loads involves consideration of intermediate diaphragms that are required to limit cross-sectional deformation and distortional normal stresses. In this paper, the required spacing and stiffness of such intermediate diaphragms are examined by performing a parametric study based on Beam Analogy. The results of the present parametric study yield a series of simplified design procedure that accounts for estimating diaphragm spacing and stiffness that are required to limit not only distortional stresses but also cross-sectional deformation.

    Original languageEnglish
    Pages (from-to)169-172
    Number of pages4
    JournalDoboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers
    Issue number350
    Publication statusPublished - 1984 Oct

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    Box girder bridges
    Steel bridges
    Diaphragms
    Stiffness

    ASJC Scopus subject areas

    • Engineering(all)

    Cite this

    ON THE SIMPLIFIED DESIGN METHOD FOR INTERMEDIATE DIAPHRAGMS IN STEEL BOX GIRDER BRIDGES. / Yoda, Teruhiko; Shimizu, Hiroyuki; Hirashima, Masaharu.

    In: Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, No. 350, 10.1984, p. 169-172.

    Research output: Contribution to journalArticle

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