Structural performance of a steel cable-stayed bridge due to the loss of stay cables

T. An, O. Kiyomiya

    研究成果: Conference contribution

    抄録

    The stay cables are key elements of the cable-stayed bridges. The sectional forces of the stiffness girder and pylons can be optimized by adjusting the tensile force of the stay cables, and hence the loss of the stress in the stay cables and the loss of the stay cables greatly affect the structural performance of the cablestayed bridges. In this work, the impact on the structural performance of a 5-span steel cable-stayed bridge with a center span of 575 m due to the loss of the cable stress and the loss of the cable was investigated. The bridge is planned to span a channel in Tokyo bay, and has two pylons with a total height of 105 m.

    本文言語English
    ホスト出版物のタイトルLife-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
    出版社CRC Press/Balkema
    ページ767-774
    ページ数8
    ISBN(印刷版)9781138001206
    出版ステータスPublished - 2015
    イベント4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 - Tokyo, Japan
    継続期間: 2014 11 162014 11 19

    Other

    Other4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
    CountryJapan
    CityTokyo
    Period14/11/1614/11/19

    ASJC Scopus subject areas

    • Civil and Structural Engineering
    • Safety, Risk, Reliability and Quality

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