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KOLÁČEK, J. NEČAS, R. VELEŠÍK, M.
Originální název
Important aspects influencing the dynamic parameters of slender pedestrian bridges formed by stress ribbon structure
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
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.
Klíčová slova
stress ribbon pedestrian bridges, modal analysis, natural frequencies and shapes, effect of temperature, effect of prestressing force, effect of discontinuous mass
Autoři
KOLÁČEK, J.; NEČAS, R.; VELEŠÍK, M.
Vydáno
10. 4. 2024
Nakladatel
Trans Tech Publications Ltd
Místo
Switzerland
ISSN
1662-0356
Periodikum
Advances in Science and Technology
Ročník
147
Stát
Švýcarská konfederace
Strany od
21
Strany do
32
Strany počet
12
URL
https://doi.org/10.4028/p-4tZroN
BibTex
@inproceedings{BUT184786, author="Jan {Koláček} and Radim {Nečas} and Marek {Velešík}", title="Important aspects influencing the dynamic parameters of slender pedestrian bridges formed by stress ribbon structure", booktitle="29th Concrete Days Innovative Approaches in Bridge Engineering", year="2024", journal="Advances in Science and Technology", volume="147", pages="12", publisher="Trans Tech Publications Ltd", address="Switzerland", doi="10.4028/p-4tZroN", issn="1662-0356", url="https://doi.org/10.4028/p-4tZroN" }