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Shifted resonance of railway bridges under trains passing by each other

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F22%3A00558755" target="_blank" >RIV/68378297:_____/22:00558755 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1142/S0219455422710018" target="_blank" >https://doi.org/10.1142/S0219455422710018</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1142/S0219455422710018" target="_blank" >10.1142/S0219455422710018</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Shifted resonance of railway bridges under trains passing by each other

  • Original language description

    Dynamic vehicle-bridge interaction (VBI) plays a crucial role in the train-induced vibrations of a railway bridge for its coupling effects may reduce the bridge response and down-shift the resonant speed. The commonly used nominal theoretical resonant speed (= f(b)D) of a typical railway bridge, however, is only related to the bridge frequency (f(b)) and car length (D), but it neglects the VBI effects of the moving trains. Such a shifted resonance phenomenon would become significant for a bridge under two trains passing by each other. This study develops a method using an equivalent modal mass to be added onto the bridge to account for the frequency shift due to the presence of multiple train cars for estimation of the shifted resonant speed. The numerical study demonstrates that the proposed method can predict the shifted resonant speed and explain the shifted-resonance phenomenon of railway bridges under train passages.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GC21-32122J" target="_blank" >GC21-32122J: Vehicle scanning-based structure monitoring for cable supported bridges</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2022

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    International Journal of Structural Stability and Dynamics

  • ISSN

    0219-4554

  • e-ISSN

    1793-6764

  • Volume of the periodical

    22

  • Issue of the periodical within the volume

    7

  • Country of publishing house

    SG - SINGAPORE

  • Number of pages

    11

  • Pages from-to

    2271001

  • UT code for WoS article

    000810492300002

  • EID of the result in the Scopus database

    2-s2.0-85123985728