Characteristics of impact caused in shorter span bridge by train passing at speed of 100 km/hr were studied; data of field tests on span girders having span length less than 30 m are analyzed and theory of impact factor presented in which kinetic energy, strain energy, and dissipation function are determined by expanding deflection of bridge into Fourier series and put into Lagrange equation of motion. (see also Int Ry Congress Assn -- Monthly Bul v 42 n 2 Feb 1965 p 121-6)


    Access

    Access via TIB

    Check availability in my library


    Export, share and cite



    Title :

    Impact on railway bridges


    Additional title:

    Tokyo, Ry Tech Research Inst -- Quarterly Report


    Contributors:
    Ohchi, Y. (author)


    Publication date :

    1964


    Size :

    4 pages


    Type of media :

    Report


    Type of material :

    Print


    Language :

    English




    Impact on railway bridges

    Engineering Index Backfile | 1929


    Impact on railway bridges

    Looney, C.T.G. | Engineering Index Backfile | 1944


    Impact on railway bridges

    Engineering Index Backfile | 1929


    Impact tests on railway bridges

    Engineering Index Backfile | 1910


    Steel Railway Bridges and Composite Girder Railway Bridges

    Sakamoto, K. / Ichikawa, A. | British Library Online Contents | 1993