Impact on the seismic performance of steel pipe sheet pile foundation by the joint mechanical properties

Tongxiang An, Osamu Kiyomiya, Nguyen Thanh Trung

    研究成果: Conference contribution

    抜粋

    With its strong stiffness, large bearing capacity and trustworthy construction, steel pipe sheet pile structures are widely used as bridge foundations, especially for large scale bridges in cases where the bridge spans a river or a bay where the surface ground is very weak and the water is very deep. A typical bridge pier steel pipe sheet pile foundation is being discussed. The vibration behaviour and seismic performance of the bridge pier and the SPSP foundation were investigated by nonlinear dynamic response analysis by taking into account the effects of the mechanical properties of the joints. As a result, the joint mechanical properties affect the seismic performance of the SPSP structure and the pier that it supports sensitively.

    元の言語English
    ホスト出版物のタイトルLong Span Bridges and Roofs - Development, Design and Implementation
    出版者International Association for Bridge and Structural Engineering (IABSE)
    ISBN(印刷物)9783857481284
    出版物ステータスPublished - 2013
    イベント36th International Association for Bridge and Structural Engineering Symposium on Long Span Bridges and Roofs - Development, Design and Implementation - Kolkata, India
    継続期間: 2013 9 242013 9 27

    Other

    Other36th International Association for Bridge and Structural Engineering Symposium on Long Span Bridges and Roofs - Development, Design and Implementation
    India
    Kolkata
    期間13/9/2413/9/27

    ASJC Scopus subject areas

    • Civil and Structural Engineering
    • Building and Construction

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  • これを引用

    An, T., Kiyomiya, O., & Trung, N. T. (2013). Impact on the seismic performance of steel pipe sheet pile foundation by the joint mechanical properties. : Long Span Bridges and Roofs - Development, Design and Implementation International Association for Bridge and Structural Engineering (IABSE).