Influence of vehicles on bridge aeroelastic stability
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F15%3A00449189" target="_blank" >RIV/68378297:_____/15:00449189 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Influence of vehicles on bridge aeroelastic stability
Popis výsledku v původním jazyce
The long span suspension and cable-stayed bridges are particularly sensitive to wind effects due to low natural frequency and mechanical damping, which makes studies on bridge aeroelastic behavior particularly important when designing those engineering superstructures. The focus of this work is on traffic-induced bridge-deck vibrations due to interaction of airflows, vibrating bridge-deck section and vehicles for the Kao Pin Hsi Bridge in Taiwan. The aeroelastic phenomena studied in this work are flutter and galloping. The aerodynamic flutter is analyzed based on dynamic tests in a form of nondimensional flutter derivatives, while the galloping is studied through the quasisteady approach by applying the Glauert-Den Hartog criterion. The experiments were carried out in the Climatic Wind Tunnel of the Centre of Excellence Telč, Czech Republic. The effects of dynamic stiffness of the system on flutter derivatives were studied as well. The bridge-deck section is used together with a multip
Název v anglickém jazyce
Influence of vehicles on bridge aeroelastic stability
Popis výsledku anglicky
The long span suspension and cable-stayed bridges are particularly sensitive to wind effects due to low natural frequency and mechanical damping, which makes studies on bridge aeroelastic behavior particularly important when designing those engineering superstructures. The focus of this work is on traffic-induced bridge-deck vibrations due to interaction of airflows, vibrating bridge-deck section and vehicles for the Kao Pin Hsi Bridge in Taiwan. The aeroelastic phenomena studied in this work are flutter and galloping. The aerodynamic flutter is analyzed based on dynamic tests in a form of nondimensional flutter derivatives, while the galloping is studied through the quasisteady approach by applying the Glauert-Den Hartog criterion. The experiments were carried out in the Climatic Wind Tunnel of the Centre of Excellence Telč, Czech Republic. The effects of dynamic stiffness of the system on flutter derivatives were studied as well. The bridge-deck section is used together with a multip
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JM - Inženýrské stavitelství
OECD FORD obor
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Návaznosti výsledku
Projekt
<a href="/cs/project/LO1219" target="_blank" >LO1219: Udržitelný pokročilý rozvoj CET</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2015
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Proceedings of the 8th International Congress of Croatian Society of Mechanics
ISBN
9789537539214
ISSN
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e-ISSN
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Počet stran výsledku
1
Strana od-do
17-17
Název nakladatele
Grafika Helvetica
Místo vydání
Rijeka
Místo konání akce
Opatija
Datum konání akce
29. 9. 2015
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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