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Experimental analysis of frequency tuning influence on the response stability of bridge girders under wind action

  1. 1.
    SYSNO ASEP0361436
    Document TypeC - Proceedings Paper (int. conf.)
    R&D Document TypeConference Paper
    TitleExperimental analysis of frequency tuning influence on the response stability of bridge girders under wind action
    Author(s) Král, Radomil (UTAM-F) RID, SAI
    Pospíšil, Stanislav (UTAM-F) RID, SAI, ORCID
    Náprstek, Jiří (UTAM-F) RID, ORCID, SAI
    Number of authors3
    Source TitleProceedings of 13th International Conference on Wind Engineering. - Amsterdam : Multi-Science Publishing Co Ltd, 2011 / Geurts Chris - ISBN 978-1-907132-33-9
    Pagess. 1-8
    Number of pages8 s.
    ActionInternational conference of wind engineering /13./
    Event date10.07.2011-15.07.2011
    VEvent locationAmsterdam
    CountryNL - Netherlands
    Event typeWRD
    Languageeng - English
    CountryNL - Netherlands
    Keywordswind tunnel analysis ; sectional bridge girders ; stability
    Subject RIVJM - Building Engineering
    R&D ProjectsGA103/09/0094 GA ČR - Czech Science Foundation (CSF)
    IAA200710902 GA AV ČR - Academy of Sciences of the Czech Republic (AV ČR)
    CEZAV0Z20710524 - UTAM-F (2005-2011)
    AnnotationIn this article, a wind tunnel analysis of a double-degree-of-freedom (DDOF) system represented by sectional bridge girders is carried out. The analysis is focused on the influence of the natural frequencies ratio on the initiation of unstable vibration. The article also discusses experimentally ascertained response regimes, with an emphasis on their stability character. The assessment of the response is based on the hysteresis loops and separation curves determining the stability boundaries. The influence of initial disturbance on the stability is examined. Two types of girder were investigated: (i) rectangular cross-section with the aspect ratio 1:5, and, (ii) bridge-like girder with analogous principal dimensions. For both types of decks, the limits of the stability are significantly affected by initial disturbance.
    WorkplaceInstitute of Theoretical and Applied Mechanics
    ContactKulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285
    Year of Publishing2012
Number of the records: 1  

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