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Footbridge across the River Svratka in Brno, Czech Republic

Author(s):


Medium: journal article
Language(s): English
Published in: Structural Concrete, , 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
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/suco.201100005.
  • About this
    data sheet
  • Reference-ID
    10065891
  • Published on:
    06/10/2011
  • Last updated on:
    13/08/2014
 
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