There are many factors which influence the creep of concrete-filled steel tubular arch bridge, while the theory researches lag behind practice. Based on the computing formula of creep coefficient in code, the creep function is formulated. The computing method of creep in structure analysis is deduced, using the integral concept to stress and time. Combined with the calculation of Meixi River Bridge, it is pointed out that creep affects the displacement of CFST arch bridge prominently, which will lead to redistribution of internal force, and it should be recognized by engineering circle.


    Access

    Check access

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    Computation and Analysis of the Creep Effect of Long-span Concrete-filled Steel Tubular Arch Bridge


    Contributors:
    Hao, Chao (author) / Jia, Dongling (author)


    Publication date :

    2006-11-15


    Size :

    42006-01-01 pages




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    English



    The Supervisory of 202 m-span Concrete Filled Steel Tubular Tied Arch Bridge

    Shengshan, P. / Cailiang, H. / Zhe, Z. | British Library Online Contents | 2004


    Cable Construction and Its Analysis of Concrete-filled in Steel Tubular Arch Bridge

    Liang, C. / Chunsheng, L. / Huijun, W. | British Library Online Contents | 2003




    Seismic behavior of concrete filled steel tubular arch structures

    Feng, X. / Kunnath, S. K. / Haowu, L. | British Library Online Contents | 2005