Modal Analysis of a Footbridge Damaged by Flood
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00224395" target="_blank" >RIV/68407700:21110/14:00224395 - isvavai.cz</a>
Result on the web
<a href="http://paginas.fe.up.pt/~eurodyn2014/CD/papers/359_MS13_ABS_1111.pdf" target="_blank" >http://paginas.fe.up.pt/~eurodyn2014/CD/papers/359_MS13_ABS_1111.pdf</a>
DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Modal Analysis of a Footbridge Damaged by Flood
Original language description
In the last two decades, the Czech Republic has been hit by great floods, causing damage on many bridges. An important question, whether the bridge has to be demolished, or can be used under certain operating conditions, often arises. The investigated footbridge across the Bečva River in Přerov was built in 1983. During the extreme flooding the footbridge deck was overflowed by water, which caused a significant increase of the main span permanent deflection, about 1 m in the vertical direction comparedto the state before flooding. The footbridge was closed for all users immediately. During the assessment of the footbridge structural integrity, it was decided to carry out an experimental modal analysis of the structure. The results of the modal analysis were compared with the results obtained on the footbridge in 1983. It was found that the dynamic behavior of the footbridge changed significantly. Especially, the basic natural mode has totally changed its shape. Finally, the measured m
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of the IX International Conference on Structural Dynamics, EURODYN2014
ISBN
978-972-752-165-4
ISSN
2311-9020
e-ISSN
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Number of pages
8
Pages from-to
2591-2598
Publisher name
Faculdade de Engenharia da Universidade do Porto
Place of publication
Porto
Event location
Porto
Event date
Jun 30, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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