Comparison and effect of various pedestrian models on a footbridge

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F25%3A00386990" target="_blank" >RIV/68407700:21110/25:00386990 - isvavai.cz</a>
Výsledek na webu
<a href="https://compmech.kme.zcu.cz/info_sborniky.php" target="_blank" >https://compmech.kme.zcu.cz/info_sborniky.php</a>
DOI - Digital Object Identifier
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Jazyk výsledku
angličtina
Název v původním jazyce
Comparison and effect of various pedestrian models on a footbridge
Popis výsledku v původním jazyce
The subject of this work is the comparison of pedestrian models from various authors and their effects (acceleration) on a footbridge, which is modelled as a simply supported concrete beam with a rectangular cross-section. Most of these pedestrian models are based on Fourier series; however, some are derived from statistical calculations. For the comparison, models simulating only a single walking pedestrian were selected. The effects of the impact are compared for stationary and non-stationary responses.
Název v anglickém jazyce
Comparison and effect of various pedestrian models on a footbridge
Popis výsledku anglicky
The subject of this work is the comparison of pedestrian models from various authors and their effects (acceleration) on a footbridge, which is modelled as a simply supported concrete beam with a rectangular cross-section. Most of these pedestrian models are based on Fourier series; however, some are derived from statistical calculations. For the comparison, models simulating only a single walking pedestrian were selected. The effects of the impact are compared for stationary and non-stationary responses.

Rok uplatnění
2025
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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