Publication result detail

Tuned mass dampers - evaluation of the effecton two real footbridges

NEČAS, R.; KUČERA, J.; KOLÁČEK, J.; BEZRUČOVÁ, K.

Original Title

Tuned mass dampers - evaluation of the effecton two real footbridges

English Title

Tuned mass dampers - evaluation of the effecton two real footbridges

Type

Peer-reviewed article not indexed in WoS or Scopus

Original Abstract

Pedestrian comfort, subtle design, minimizing the number of fixed supports of thefootbridge or material saving. These are the key arguments for integrating tunedmass dampers into the bridge project. The goal is to protect people and structurefrom vibrations and damage. The following paper presents findings from the design,production and tuning of mass dampers, their optimization possibilities and benefitsfor bridge engineering. The validity of damper design was verified on two footbridgesin the Czech Republic and Slovakia. It concerns the footbridge over the Svitava Riverin Bílovice nad Svitavou and the footbridge over the high-speed road in Banská Bystrica. Dynamic tests including measurement were carried out on both bridges before and after the installation of the dampers. The dynamic monitoring of thecompliance of modal parameters was conducted using operational modal analysis(OMA). The evaluation of the dynamic tests also includes the response to pedestrianeffects (comfort criteria) and the determination of the logarithmic decrement of thedamping.

English abstract

Pedestrian comfort, subtle design, minimizing the number of fixed supports of thefootbridge or material saving. These are the key arguments for integrating tunedmass dampers into the bridge project. The goal is to protect people and structurefrom vibrations and damage. The following paper presents findings from the design,production and tuning of mass dampers, their optimization possibilities and benefitsfor bridge engineering. The validity of damper design was verified on two footbridgesin the Czech Republic and Slovakia. It concerns the footbridge over the Svitava Riverin Bílovice nad Svitavou and the footbridge over the high-speed road in Banská Bystrica. Dynamic tests including measurement were carried out on both bridges before and after the installation of the dampers. The dynamic monitoring of thecompliance of modal parameters was conducted using operational modal analysis(OMA). The evaluation of the dynamic tests also includes the response to pedestrianeffects (comfort criteria) and the determination of the logarithmic decrement of thedamping.

Keywords

Tuned mass damper, pedestrian bridge, dynamic analysis, Operational Modal Anal-ysis, OMA

Key words in English

Tuned mass damper, pedestrian bridge, dynamic analysis, Operational Modal Anal-ysis, OMA

Authors

NEČAS, R.; KUČERA, J.; KOLÁČEK, J.; BEZRUČOVÁ, K.

RIV year

2025

Released

11.09.2024

Publisher

Ernst & Sohn

ISBN

2509-7075

Periodical

ce/papers

Volume

7

Number

3-4

State

Federal Republic of Germany

Pages from

100

Pages to

105

Pages count

6

URL

http://dx.doi.org/10.1002/cepa.3073

Full text in the Digital Library

http://hdl.handle.net/11012/250758

BibTex

@article{BUT189613,
  author="Radim {Nečas} and Jiří {Kučera} and Jan {Koláček} and Kristína {Bezručová}",
  title="Tuned mass dampers - evaluation of the effecton two real footbridges",
  journal="ce/papers",
  year="2024",
  volume="7",
  number="3-4",
  pages="100--105",
  doi="10.1002/cepa.3073",
  issn="2509-7075",
  url="http://dx.doi.org/10.1002/cepa.3073"
}

Documents

ce-papers-2024-Nečas