Detail publikace

Footbridge across the Svratka river in Brno, Czech Republic

Originální název

Footbridge across the Svratka river in Brno, Czech Republic

Anglický název

Footbridge across the Svratka river in Brno, Czech Republic

Jazyk

en

Originální abstrakt

The bridge connects a newly developed area (Spielberk Office Centre) with an old city center. It is situated in the vicinity of a new international hotel and a prestige office area. Close to the bridge an old multi span arch bridge with piers in the river is situated. It was evident that a new bridge should also be formed by an arch structure, however, with a bold span without piers in the river bed. Due to poor geotechnical conditions a traditional arch structure that requires resisting of a large horizontal force would be too expensive. Therefore a self anchored stress ribbon & arch structure has been accepted. Smooth curves that are characteristic for stress ribbon structures allowed a soft connection of the bridge deck with both banks.

Anglický abstrakt

The bridge connects a newly developed area (Spielberk Office Centre) with an old city center. It is situated in the vicinity of a new international hotel and a prestige office area. Close to the bridge an old multi span arch bridge with piers in the river is situated. It was evident that a new bridge should also be formed by an arch structure, however, with a bold span without piers in the river bed. Due to poor geotechnical conditions a traditional arch structure that requires resisting of a large horizontal force would be too expensive. Therefore a self anchored stress ribbon & arch structure has been accepted. Smooth curves that are characteristic for stress ribbon structures allowed a soft connection of the bridge deck with both banks.

BibTex


@article{BUT50836,
  author="Jiří {Stráský} and Petr {Štefan} and Radim {Nečas}",
  title="Footbridge across the Svratka river in Brno, Czech Republic",
  annote="The bridge connects a newly developed area (Spielberk Office Centre) with an old city center. It is situated in the vicinity of a new international hotel and a prestige office area. Close to the bridge an old multi span arch bridge with piers in the river is situated. It was evident that a new bridge should also be formed by an arch structure, however, with a bold span without piers in the river bed. Due to poor geotechnical conditions a traditional arch structure that requires resisting of a large horizontal force would be too expensive. Therefore a self anchored stress ribbon & arch structure has been accepted. Smooth curves that are characteristic for stress ribbon structures allowed a soft connection of the bridge deck with both banks.",
  address="fib - International Federation for Structural Concrete",
  chapter="50836",
  institution="fib - International Federation for Structural Concrete",
  number="2",
  volume="12",
  year="2011",
  month="june",
  pages="76--81",
  publisher="fib - International Federation for Structural Concrete",
  type="journal article - other"
}