Structural analysis of a cable-stayad pedestrian bridge
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F07%3APU71729" target="_blank" >RIV/00216305:26110/07:PU71729 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Structural analysis of a cable-stayad pedestrian bridge
Original language description
Complex structural analysis of a three span cable stayed pedestrian bridge has been carried out. The analysis has involved the design of the load carrying structural system. The suspension system of pylons, steel cables and flooring hangers has been optimized. dynamic analysis of the bridge has been carried out. susceptibility of the structure to aeroelastic effects has been assessed, and vortex induced vibrations have been analyzed. Fatigue analysis of selected structural memebers has been carried out.The steps of successive mounting of the prefabricated reinforced concrete slabs of the prestressed flooring have been optimized. Loading tests of the bridge have proved the predictions of the numerical analyses.
Czech name
Structural analysis of a cable-stayad pedestrian bridge
Czech description
Complex structural analysis of a three span cable stayed pedestrian bridge has been carried out. The analysis has involved the design of the load carrying structural system. The suspension system of pylons, steel cables and flooring hangers has been optimized. dynamic analysis of the bridge has been carried out. susceptibility of the structure to aeroelastic effects has been assessed, and vortex induced vibrations have been analyzed. Fatigue analysis of selected structural memebers has been carried out.The steps of successive mounting of the prefabricated reinforced concrete slabs of the prestressed flooring have been optimized. Loading tests of the bridge have proved the predictions of the numerical analyses.
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
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Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2007
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
VSU 2007
ISBN
978-954-331-015-9
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
168-173
Publisher name
Neuveden
Place of publication
Sofie
Event location
Sofie
Event date
May 15, 2007
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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