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Interaction dynamics of a high-speed train moving on multi-span railway bridges with support settlements

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F14%3A00446894" target="_blank" >RIV/68378297:_____/14:00446894 - isvavai.cz</a>

  • Result on the web

    <a href="http://www.isma-isaac.be/publications/proceedings.html" target="_blank" >http://www.isma-isaac.be/publications/proceedings.html</a>

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Interaction dynamics of a high-speed train moving on multi-span railway bridges with support settlements

  • Original language description

    After construction of rail bridges, differential support settlement at bridge foundations is one of the key issues being considered for running safety of trains and operation of railways. In this paper, the influence of ground settlement on dynamic interactions of train-bridge system will be studied. The train is simulated as a sequence of identical sprung mass units with equal intervals and the bridge system as a series of simple beams with identical properties. To resolve the train-induced vibrationsof a beam structure with support settlements, the total beam response is decomposed into two parts: the static response due to vertical support settlement and the dynamic component caused by inertia effect of beam vibration. An exact solution for staticdisplacement is presented by exerting the support displacements on the beam statically. Thus the remaining dynamic response of the vehicle/bridge coupling system can be computed by conventional vehicle-bridge interaction dynamic method. F

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2014

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Proceedings of International conference on noise and vibration engineering (ISMA2014) and International conference on uncertainty in structural dynamics (USD2014)

  • ISBN

    978-90-73802-91-9

  • ISSN

  • e-ISSN

  • Number of pages

    9

  • Pages from-to

    955-963

  • Publisher name

    Katholieke University Leuven

  • Place of publication

    Leuven

  • Event location

    Leuven

  • Event date

    Sep 15, 2014

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000352201001015