Effect of tension stiffening on the design of continuous composite girders for railways

Nozomu Taniguchi*, Masato Nakahara, Manabu Ikeda, Teruhiko Yoda

*この研究の対応する著者

    研究成果: Conference contribution

    抄録

    The continuous composite girders are frequently used for railway bridges. The examination of the design technique is not fully carried out and then existing design techniques are expected to be unified. In this study when the tension stiffening analysis is used for the design calculation of continuous composite girders it is shown that the results are not the same as those of the design calculations without considering the tension stiffening effects resulting in the need of more elaborated design considerations. Models used are 2 types in which the bending moment distributions are different.

    本文言語English
    ホスト出版物のタイトルEASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction
    出版ステータスPublished - 2008
    イベント11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11 - Taipei
    継続期間: 2008 11 192008 11 21

    Other

    Other11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11
    CityTaipei
    Period08/11/1908/11/21

    ASJC Scopus subject areas

    • 土木構造工学
    • 建築および建設

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