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Pedestrian load models of footbridges

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00317506" target="_blank" >RIV/68407700:21110/17:00317506 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1051/matecconf/201710700009" target="_blank" >http://dx.doi.org/10.1051/matecconf/201710700009</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1051/matecconf/201710700009" target="_blank" >10.1051/matecconf/201710700009</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Pedestrian load models of footbridges

  • Original language description

    In this paper the pedestrian load models for serviceability verification of footbridges, which are missing in the current European codes, are presented. For simplicity reasons the proposed pedestrian load models are based on stationary pulsating loads instead of moving pulsating loads. It is shown that simplified procedure can be used in verification of the serviceability limit state related to vibration due to pedestrians. Footbridge vibrations don’t cause usually structural problems, but if the vibration behaviour does not satisfy the comfort criteria, changes in the design or damping devices could be considered. The most popular external damping devices are viscous dampers and tuned mass dampers (TMD). The efficiency of TMD is demonstrated on the example of a footbridge prone to vibrations induced by pedestrians.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2017

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2017

  • ISBN

  • ISSN

    2261-236X

  • e-ISSN

    2261-236X

  • Number of pages

    7

  • Pages from-to

  • Publisher name

    EDP Sciences

  • Place of publication

    Les Ulis Cedex A

  • Event location

    Trstená

  • Event date

    May 21, 2017

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000407745800009