Curved cable stayed and suspension pedestrian bridges

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F11%3APU92973" target="_blank" >RIV/00216305:26110/11:PU92973 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Curved cable stayed and suspension pedestrian bridges

Popis výsledku v původním jazyce

Curved cable stayed and suspension bridges are studied in the terms of the architectural and structural solution, and static and dynamic behaviour. The function of these structures is being verified on a static model built in the scale 1:10. The studiedstructures are formed by curved concrete bands that are stiffened by steel pipes on their inner edges. The bridges of the span of 60 m are in a plan curvature that in pathways axis have a radius of 32 m. Both the concrete band and the steel pipes are fixed into the anchor blocks. The external cables that are situated in the handrail pipe balance the dead load torsional moment. The paper will describe the studied structures, results of the analysis and the model testing.

Název v anglickém jazyce

Curved cable stayed and suspension pedestrian bridges

Popis výsledku anglicky

Curved cable stayed and suspension bridges are studied in the terms of the architectural and structural solution, and static and dynamic behaviour. The function of these structures is being verified on a static model built in the scale 1:10. The studiedstructures are formed by curved concrete bands that are stiffened by steel pipes on their inner edges. The bridges of the span of 60 m are in a plan curvature that in pathways axis have a radius of 32 m. Both the concrete band and the steel pipes are fixed into the anchor blocks. The external cables that are situated in the handrail pipe balance the dead load torsional moment. The paper will describe the studied structures, results of the analysis and the model testing.

Druh

O - Ostatní výsledky

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/FI-IM5%2F128" target="_blank" >FI-IM5/128: Progresivní konstrukce z vysokohodnotného betonu</a><br>

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2011

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů