Vibration behaviour and seismic performance of a steel cable-stayed bridge with low-rise pylons

Tongxiang An, Osamu Kiyomiya, Vu Hoang

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Abstract

    In this study, the vibration behaviour and seismic performance of a cable-stayed bridge with a centre span of 575 m in length and pylons of 95.5 m in height were verified. The height of the pylon and the connection condition between the stiffness girder and pylons were assumed to be parameters. As a result, the parameters studied in this work greatly affected the vibration behaviour and seismic performance of the bridge.

    Original languageEnglish
    Title of host publicationEngineering for Progress, Nature and People
    PublisherInternational Association for Bridge and Structural Engineering (IABSE)
    Pages356-363
    Number of pages8
    ISBN (Print)9783857481352
    Publication statusPublished - 2014
    Event37th IABSE Symposium on Engineering for Progress, Nature and People - Madrid, Spain
    Duration: 2014 Sep 32014 Sep 5

    Other

    Other37th IABSE Symposium on Engineering for Progress, Nature and People
    CountrySpain
    CityMadrid
    Period14/9/314/9/5

    Keywords

    • Cable-stayed bridge
    • Connect condition between girder and pylons
    • Low-rise pylon
    • Seismic performance
    • Vibration behaviour

    ASJC Scopus subject areas

    • Civil and Structural Engineering

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  • Cite this

    An, T., Kiyomiya, O., & Hoang, V. (2014). Vibration behaviour and seismic performance of a steel cable-stayed bridge with low-rise pylons. In Engineering for Progress, Nature and People (pp. 356-363). International Association for Bridge and Structural Engineering (IABSE).