In this report, the vertical displacement of a railway rail due to a traveling vertical point load of variable intensity is calculated. The rail is modeled as an Euler beam, and the sleepers as simple, non-equidistant supports which lie on viscoelastic rail pads and ballast.


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    Titel :

    Method of Mixed Time and Frequency Domains for Discretely Supported Rails to Transient Loads


    Beteiligte:
    J. J. Kalker (Autor:in)

    Erscheinungsdatum :

    1995


    Format / Umfang :

    10 pages


    Medientyp :

    Report


    Format :

    Keine Angabe


    Sprache :

    Englisch




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    Kalker, J.J. | Online Contents | 1996



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    KALKER, J.J. | Taylor & Francis Verlag | 1996


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