The design of tuned mass damper on bridge structure exposed to pedestrian loading

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU85669" target="_blank" >RIV/00216305:26110/09:PU85669 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
čeština
Original language name
Návrh tlumiče na lehké mostní konstrukce zatížené pohybem osob
Original language description
A significant requirement for bridge structure designs consists in analyzing the influence of the structure on moving pedestrians with respect to their walking comfort. This paper deals with the calculation of the response of a suspended steel bridge structure for pedestrians and light vehicles to the influence of moving pedestrians. The responses of the structures without and with a tuned mass damper at a resonance excitation rising from an alternative pedestrian load are compared. The influence of thepedestrian motion on the bridge structure response is monitored.
Czech name
Návrh tlumiče na lehké mostní konstrukce zatížené pohybem osob
Czech description
A significant requirement for bridge structure designs consists in analyzing the influence of the structure on moving pedestrians with respect to their walking comfort. This paper deals with the calculation of the response of a suspended steel bridge structure for pedestrians and light vehicles to the influence of moving pedestrians. The responses of the structures without and with a tuned mass damper at a resonance excitation rising from an alternative pedestrian load are compared. The influence of thepedestrian motion on the bridge structure response is monitored.

Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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