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Important aspects influencing the dynamic parameters of slender pedestrian bridges formed by stress ribbon structure

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F24%3APU149096" target="_blank" >RIV/00216305:26110/24:PU149096 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.4028/p-4tZroN" target="_blank" >https://doi.org/10.4028/p-4tZroN</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/p-4tZroN" target="_blank" >10.4028/p-4tZroN</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Important aspects influencing the dynamic parameters of slender pedestrian bridges formed by stress ribbon structure

  • Original language description

    The monitoring of dynamic parameters of slender bridge structures is becoming of particular interest in terms of their possible use in determining their structural condition, or possibly as one of the parameters for their long-term monitoring. The method for monitoring dynamic parameters is relatively new and practically unexplored. First of all, it is necessary to find out with certainty how the dynamic parameters of slender bridge structures change, for example, with changes in temperature, the magnitude of the prestressing force, or how they change with changes in discontinuous mass (e.g. overlaying or stripping of pavement layers). The paper summarizes the important aspects that can affect the modal parameters - natural frequencies and their shapes. The above listed influences and their impact on the structure were investigated on real structures formed by stress ribbon.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2024

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    29th Concrete Days Innovative Approaches in Bridge Engineering

  • ISBN

    978-80-908943-0-3

  • ISSN

    1662-0356

  • e-ISSN

  • Number of pages

    12

  • Pages from-to

    21-32

  • Publisher name

    Trans Tech Publications Ltd

  • Place of publication

    Switzerland

  • Event location

    Hradec Králové

  • Event date

    Nov 7, 2023

  • Type of event by nationality

    CST - Celostátní akce

  • UT code for WoS article