Počet záznamů: 1  

Scanning the modal coupling of slender suspension footbridges by a virtual moving vehicle

  1. 1.
    SYSNO ASEP0497391
    Druh ASEPJ - Článek v odborném periodiku
    Zařazení RIVJ - Článek v odborném periodiku
    Poddruh JČlánek ve WOS
    NázevScanning the modal coupling of slender suspension footbridges by a virtual moving vehicle
    Tvůrce(i) Yang, Y. B. (TW)
    Yau, J. D. (TW)
    Urushadze, Shota (UTAM-F) RID, ORCID, SAI
    Celkový počet autorů3
    Zdroj.dok.Engineering Structures. - : Elsevier - ISSN 0141-0296
    Roč. 180, February (2019), s. 574-585
    Poč.str.12 s.
    Forma vydáníTištěná - P
    Jazyk dok.eng - angličtina
    Země vyd.GB - Velká Británie
    Klíč. slovafootbridge ; free vibration ; linearized deflection theory ; moving vehicle ; torsional-flexural coupling
    Vědní obor RIVJM - Inženýrské stavitelství
    Obor OECDCivil engineering
    CEPGC17-26353J GA ČR - Grantová agentura ČR
    Institucionální podporaUTAM-F - RVO:68378297
    UT WOS000456756600041
    EID SCOPUS85057500142
    DOI10.1016/j.engstruct.2018.08.096
    AnotaceIn this paper, the modal coupling mechanism is studied of a single-span footbridge consisting of a suspended beam (i.e., bridge deck), two suspension cables (via hangers) and two wind guys (via wind ties). To start, the governing equations for the slender suspended beam are derived based on the linearized deflection theory for classical suspension bridges, which is followed by two parts. First, the free vibration analysis is conducted to obtain the modal frequencies and modal shapes of the suspended beam by Galerkin’s method, from which the key parameters dominating the flexural-torsional coupled vibrations are identified, along with measures for stiffness enhancement. Then, a virtual eccentrically moving vehicle is first attempted to scan (i.e. extract) the vibration messages of the suspended beam from a perspective that allows us to physically interpret the dominant mode of the flexural-torsional coupling of the beam in an easy way. The objective of this study is twofold: first to offer a complete nonlinear vibration theory for the suspension footbridge, and second to physically interpret the complicated mechanism of coupling involved.
    PracovištěÚstav teoretické a aplikované mechaniky
    KontaktKulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285
    Rok sběru2019
    Elektronická adresahttps://doi.org/10.1016/j.engstruct.2018.08.096
Počet záznamů: 1  

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