Operation Modal Analysis of Pedestrian Bridge in Kroměříž

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU138520" target="_blank" >RIV/00216305:26110/20:PU138520 - isvavai.cz</a>
Result on the web
<a href="https://www.scientific.net/SSP.309.281" target="_blank" >https://www.scientific.net/SSP.309.281</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.309.281" target="_blank" >10.4028/www.scientific.net/SSP.309.281</a>

Result language
angličtina
Original language name
Operation Modal Analysis of Pedestrian Bridge in Kroměříž
Original language description
he publication outlines the issue of the experimental determination of modal parameters of structures using a method called operational modal analysis. The principle of the method and possible approaches of calculation of modal parameters are presented. An example of the method’s application is the determination of mode shapes and frequencies of the repaired footbridge in Kroměříž where the dynamic test was performed twice – before and after reinforcement of the structure. The results of both dynamic tests and their comparisons with the results of the calculation model performed in the ANSYS environment are presented in this article. Additionally, and integral to this article is a description of the completed footbridge reconstruction.
Czech name
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Czech description
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Publication year
2020
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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