Vortex-induced vibration of stay cables, verification on the footbridge
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F18%3A00476429" target="_blank" >RIV/68378297:_____/18:00476429 - isvavai.cz</a>
Result on the web
<a href="https://link.springer.com/chapter/10.1007/978-3-319-67443-8_42" target="_blank" >https://link.springer.com/chapter/10.1007/978-3-319-67443-8_42</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/978-3-319-67443-8_42" target="_blank" >10.1007/978-3-319-67443-8_42</a>
Alternative languages
Result language
angličtina
Original language name
Vortex-induced vibration of stay cables, verification on the footbridge
Original language description
Long-span footbridges rank among engineering structures with a high social significance. Their architecture design must in general satisfy matters such as attractive look, reliability and light. These requirements predestinate the bridge to be sensitive to the wind effects and the assessment against the wind becomes crucial. One of the several wind phenomena occurring on such a type of structures is termed as the vortex shedding. This flow induced excitation lying in a periodic vortices separation may arise at low wind velocity on both the main parts of a bridge structure including bridge girder with pylons and additional members such as stay cables, hand railing, etc. According to the character and intensity of the excitations, the adequate treatment to reduce or avoid the oscillations should be given. It is also performed when the vortex induced oscillations do not influence the reliability of a footbridge, but the look at the amplitudes could start panic and could start vandal’s action – increasing the amplitudes.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
<a href="/en/project/GC17-26353J" target="_blank" >GC17-26353J: Theoretical predictive models of interaction between varying and moving loads and bridges for structural health monitoring</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Experimental vibration analysis for civil structures. Testing, sensing, monitoring, and control
ISBN
978-3-319-67442-1
ISSN
2366-2557
e-ISSN
—
Number of pages
8
Pages from-to
497-504
Publisher name
Springer
Place of publication
Cham
Event location
San Diego
Event date
Jul 12, 2017
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000455235800042