Stress ribbon bridges: Difference between revisions
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==References== | ==References== | ||
* J. Strasky: [http://www.avcr.cz/data/vzdelavani/dsc/obhajoby/stransky_souhrn.pdf Stress Ribbon and Cable Supported Pedestrian Bridges] | * J. Strasky: [http://www.avcr.cz/data/vzdelavani/dsc/obhajoby/stransky_souhrn.pdf Stress Ribbon and Cable Supported Pedestrian Bridges], 2006 | ||
{{Bridge Design}} | {{Bridge Design}} | ||
[[Category:Bridges]] | [[Category:Bridges]] | ||
Revision as of 05:40, 25 March 2009
Stress ribbon bridges are structures whose structural system consists of slightly sagging tension cables embedded in thin concrete slab. The slab serves as a deck and its only function is to distribute local local loads and preserve continuity. The structural type is very simple, but large forces in the cables require expensive anchorages.
References
- J. Strasky: Stress Ribbon and Cable Supported Pedestrian Bridges, 2006
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