Detail publikace

Operation Modal Analysis of Pedestrian Bridge in Kroměříž

BEZRUČOVÁ, K. KOLÁČEK, J. NEČAS, R.

Originální název

Operation Modal Analysis of Pedestrian Bridge in Kroměříž

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

footbridge, dynamic analysis, reconstruction, measurement, reinforcement

Autoři

BEZRUČOVÁ, K.; KOLÁČEK, J.; NEČAS, R.

Vydáno

11. 8. 2020

Nakladatel

Trans Tech Publications Ltd

Místo

Switzerland

ISBN

978-3-0357-1668-9

Kniha

26th Concrete Days

ISSN

1662-9779

Periodikum

Solid State Phenomena

Ročník

309

Stát

Švýcarská konfederace

Strany od

281

Strany do

287

Strany počet

6

URL

https://www.scientific.net/SSP.309.281

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"
}