Footbridge across the River Svratka in Brno, Czech Republic
Author(s): |
Jiří Stráský
Petr Štefan Radim Nečas |
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Medium: | journal article |
Language(s): | English |
Published in: | Structural Concrete, June 2011, n. 2, v. 12 |
Page(s): | 76-81 |
DOI: | 10.1002/suco.201100005 |
Abstract: |
This bridge, which won a fib Award for Outstanding Concrete Structures in 2010, connects a newly developed area (Spielberk Office Centre) with an old city district. It is situated in the vicinity of a new international hotel and a prestige business area. Close to the bridge there is an old multi-span arch bridge with piers in the river. It was evident that any new bridge should also make use of an arch structure, but with a bold span not needing piers in the riverbed, see Fig. 1. Due to poor geotechnical conditions, a traditional arch structure with a large horizontal force to be resisted was considered too expensive. Therefore, a self-anchored stress ribbon and arch structure was chosen. The smooth curves so characteristic of stress ribbon structures allowed a "soft" connection of the bridge deck at both banks. |
Keywords: |
arch bridge self-anchored system stress ribbon high-strength concrete
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10065891 - Published on:
06/10/2011 - Last updated on:
13/08/2014