Arch and cable supported bridges with a stress ribbon deck

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F11%3APU96621" target="_blank" >RIV/00216305:26110/11:PU96621 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Arch and cable supported bridges with a stress ribbon deck
Original language description
Stress-ribbon bridges consist of very slender concrete deck segments placed over bearing cables in the shape of a catenary. These bridges are characterized by successive and complementary smooth curves that blent into the environment and clearly articulate the flow of internal forces. The structures have minimal environmental impact because they can be erected without falsework. A disadvantage of the classical stress-ribon type structure is the need to resist very large horizontal forces at the abutments, which determines the economy of that solution in many cases. For that reason, new systems that combine the stress-ribbon with the arches or cables have been developed. Recent development has also proved that the stress ribbon structures can have cranked alignment and can be designed in a plan curvature.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Realized structures, XXIII Italian Steel Conference
ISBN
978-88-89972-24-3
ISSN
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e-ISSN
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Number of pages
30
Pages from-to
11-29
Publisher name
Doppiavoce
Place of publication
Napoli, Italy
Event location
Ischia
Event date
Sep 9, 2011
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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