To study the problems associated with vibration control of train–bridge–track systems a mathematical model with the capability of representing supplementary vibrational control devices is proposed. The train system is assumed as rigid bodies supported on double-deck suspension mechanism with semi-active features. The bridge system is modeled using the modal approach. Vibration control for bridge responses is provided by tuned mass dampers. A non-classical incremental Eigen analysis is proposed to trace the system characteristics across the time. In an example, the capability of the proposed model in investigating the vibration control prospects of a bridge–train system is shown. The results indicate the effectiveness of active suspension mechanism in reducing train's body movements, particularly the pitching angle and the vertical accelerations. Accordingly, the results also verify the potential of TMD devices in reducing the bridge responses at resonance motions.


    Access

    Check access

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    Vibration control in train–bridge–track systems


    Contributors:

    Published in:

    Vehicle System Dynamics ; 46 , 5 ; 355-384


    Publication date :

    2008-05-01


    Size :

    30 pages




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    Unknown




    Vibration control in train-bridge-track systems

    Ziyaeifar, M. | Tema Archive | 2008


    Vibration control in train-bridge-track systems

    Ziyaeifar, M. | Online Contents | 2008




    Theory of Train-Track-Bridge Coupling Vibration in High-Speed Railways

    Zhu, Y. / Li, X. / China Communications and Transportation Association; Transportation & Development Institute (American Society of Civil Engineers) | British Library Conference Proceedings | 2009