Influence of different pedestrian load models to the response of the structure with tuned mass damper
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU105452" target="_blank" >RIV/00216305:26110/13:PU105452 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
čeština
Original language name
Vliv různých modelů zatížení pohybem chodců na odezvu konstrukce s pohlcovačem vibrací
Original language description
This paper deals with a comparison of different levels of pedestrian load model on slender footbridge with tuned mass damper. This device is set to the optimal values according to the selected methodology. Two load models are compared, with a fixed placeof acting and with movable place of acting, both for dofferent step frequency. It is also evaluated the effects of higher harmonic members of pedestrian loading force.
Czech name
Vliv různých modelů zatížení pohybem chodců na odezvu konstrukce s pohlcovačem vibrací
Czech description
This paper deals with a comparison of different levels of pedestrian load model on slender footbridge with tuned mass damper. This device is set to the optimal values according to the selected methodology. Two load models are compared, with a fixed placeof acting and with movable place of acting, both for dofferent step frequency. It is also evaluated the effects of higher harmonic members of pedestrian loading force.
Classification
Type
O - Miscellaneous
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GAP104%2F11%2F0703" target="_blank" >GAP104/11/0703: Use of progressive materials in cyclically stressed structures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů