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

Teruhiko Yoda*, Hiroyuki Shimizu, Masaharu Hirashima

*この研究の対応する著者

    研究成果査読

    3 被引用数 (Scopus)

    抄録

    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.

    本文言語English
    ページ(範囲)169-172
    ページ数4
    ジャーナルDoboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers
    350
    出版ステータスPublished - 1984 10

    ASJC Scopus subject areas

    • 工学(全般)

    フィンガープリント

    「ON THE SIMPLIFIED DESIGN METHOD FOR INTERMEDIATE DIAPHRAGMS IN STEEL BOX GIRDER BRIDGES.」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

    引用スタイル