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    A soil-steel bridge under high-speed railways

    Neue Suche nach: Andersson, Andreas
    Neue Suche nach: Karoumi, Raid

    This paper presents some recent research on railway bridge dynamics with application to buried flexible structures. Based on a combination of simulations and full-scale testing, current research indicates that a rather comprehensive numerical model is required to accurately describe the response from passing trains. ; QC 20191213

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    A soil-steel bridge under high-speed railways

    Neue Suche nach: Andersson, Andreas
    Neue Suche nach: Karoumi, Raid

    This paper presents some recent research on railway bridge dynamics with application to buried flexible structures. Based on a combination of simulations and full-scale testing, current research indicates that a rather comprehensive numerical model is required to accurately describe the response from passing trains. ; QC 20191213

    Zugriff

    Download

    A soil-steel bridge under high-speed railways

    Neue Suche nach: Andersson, Andreas
    Neue Suche nach: Karoumi, Raid

    This paper presents some recent research on railway bridge dynamics with application to buried flexible structures. Based on a combination of simulations and full-scale testing, current research indicates that a rather comprehensive numerical model is required to accurately describe the response from passing trains. ; QC 20191213

    Zugriff

    Download

    Zugriff

    Download

    Seitennavigation

    Dokumentinformationen
    Ähnliche Titel

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    Titel:

    A soil-steel bridge under high-speed railways

    Beteiligte:

    Andersson, Andreas (Autor:in) / Karoumi, Raid (Autor:in)

    Erscheinungsdatum:

    01.01.2017

    Medientyp:

    Aufsatz (Konferenz)

    Format:

    Elektronische Ressource

    Sprache:

    Englisch

    Schlagwörter:

    high-speed railway , dynamic soil-structure interaction , ballast acceleration , soil-steel composite bridges , Infrastructure Engineering , Infrastrukturteknik

    Klassifikation:

    DDC:  620 / 624

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