Model test of cable supported bridges

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU99140" target="_blank" >RIV/00216305:26110/12:PU99140 - 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
Model test of cable supported bridges
Original language description
This work deals with curved cable stayed and suspension pedestrian bridges. In the first part, the equilibrium on a single-sided suspended section is studied. Distinguished are the sections with and without prestressing. The section with prestressing isanalysed in detail on a cable stayed structure whose deck is in a form of semicircle with a radius of 30.00 m and on a suspension structure as an internal arrangement ? both on the same plan. The notice is given to the verification of the equilibrium inthe cross section, to finding of an initial state and to static and dynamic analyse. The second part of the work deals with the verification of all findings. A physical model was built up in a scale 1:10 that included the both variants. Performed staticand dynamic loading test verified the theoretical results.
Czech name
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Czech description
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Project
<a href="/en/project/FI-IM%2F185" target="_blank" >FI-IM/185: New cost effective structures from high strenght concrete.</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of the 9th fib International PHD Symposium in Civil Engineering
ISBN
978-3-86644-858-2
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
363-368
Publisher name
KIT Scientific Publishing
Place of publication
Karlsruhe
Event location
Karlsruhe KIT
Event date
Jul 22, 2012
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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