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Detail publikačního výsledku
BEZRUČOVÁ, K.; KOLÁČEK, J.; NEČAS, R.
Original Title
Operation Modal Analysis of Pedestrian Bridge in Kroměříž
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
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.
English abstract
Keywords
footbridge, dynamic analysis, reconstruction, measurement, reinforcement
Key words in English
Authors
RIV year
2021
Released
11.08.2020
Publisher
Trans Tech Publications Ltd
Location
Switzerland
ISBN
978-3-0357-1668-9
Book
26th Concrete Days
1662-9779
Periodical
Solid State Phenomena
Volume
309
State
Swiss Confederation
Pages from
281
Pages to
287
Pages count
6
URL
https://www.scientific.net/SSP.309.281
Full text in the Digital Library
http://hdl.handle.net/
BibTex
@inproceedings{BUT167952, author="Kristína {Bezručová} and Jan {Koláček} and Radim {Nečas}", title="Operation Modal Analysis of Pedestrian Bridge in Kroměříž", booktitle="26th Concrete Days", year="2020", journal="Solid State Phenomena", volume="309", pages="281--287", publisher="Trans Tech Publications Ltd", address="Switzerland", doi="10.4028/www.scientific.net/SSP.309.281", isbn="978-3-0357-1668-9", issn="1662-9779", url="https://www.scientific.net/SSP.309.281" }