Dynamic performance verifcation of the Rędziński Bridge using portable camera‑based vibration monitoring systems

Bocian, Mateusz; Nikitas, Nikolaos; Kalybek, Maksat; Kużawa, Mieszko; Hawryszków, Paweł; Bień, Jan; Onysyk, Jerzy; Biliszczuk, Jan

doi:10.1007/s43452-022-00582-7

Artykuł - szczegóły

Tytuł artykułu

Dynamic performance verifcation of the Rędziński Bridge using portable camera‑based vibration monitoring systems

Autorzy

Bocian Mateusz , Nikitas Nikolaos , Kalybek Maksat , Kużawa Mieszko , Hawryszków Paweł , Bień Jan , Onysyk Jerzy , Biliszczuk Jan

Wybrane pełne teksty z tego czasopisma

http://www.springer.com/journal/43452

Identyfikatory

DOI

10.1007/s43452-022-00582-7

Warianty tytułu

Języki publikacji

Abstrakty

The assessment of dynamic performance of large-scale bridges typically relies on the deployment of wired instrumentation systems requiring direct contact with the tested structures. This can obstruct their operation and create unnecessary risks to the involved personnel and equipment. These problems can be readily avoided by using non-contact instrumentation systems. However, the cost of of-the-shelf commercial products often prevents their wide adoption in engineering practice. To this end, the dynamic performance of the biggest one-pylon cable-stayed bridge in Poland is investigated based on data from a consumer-grade digital camera and open access image-processing algorithms. The quality of these data is benchmarked against data obtained from conventional wired accelerometers and a high-end commercial optical motion capture system. Operational modal analysis is conducted to extract modal damping, which has a potential to serve as an indicator of structural health. The dynamic properties of the bridge are evaluated against the results obtained during a proof loading exercise undertaken prior to the bridge opening. It is shown that a vibration monitoring system based on consumer-grade digital camera can indeed provide an economically viable alternative to monitoring the complex time-evolving dynamic behaviour patterns of large-scale bridges.

Słowa kluczowe

remote sensing computer vision modal damping long span bridge operational modal analysis

teledetekcja wizja komputerowa tłumienie modalne most dużej rozpiętości analiza modalna operacyjna

Wydawca

Springer
Wrocław University of Science and Technology

Czasopismo

Archives of Civil and Mechanical Engineering

Rocznik

2023

Tom

Vol. 23, no. 1

Strony

art. no. e40, 2023

Opis fizyczny

Bibliogr. 46 poz., rys., tab., wykr.

Twórcy

autor

Bocian Mateusz

mateusz.bocian@pwr.edu.pl

Department of Roads, Bridges, Railways and Airports, Faculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Stanisława Wyspiańskiego 27, 50-370 Wrocław, Poland

https://orcid.org/0000-0002-3539-5474

autor

Nikitas Nikolaos

School of Civil Engineering, University of Leeds, Woodhouse Lane, Leeds LS2 9DY, UK

https://orcid.org/0000-0002-6243-052X

autor

Kalybek Maksat

School of Engineering, University of Leicester, University Road, Leicester LE1 7RH, UK
Faculty of Engineering Science, University College London, Gower Street, London WC1E 6BT, UK

https://orcid.org/0000-0001-7168-8779

autor

Kużawa Mieszko

Department of Roads, Bridges, Railways and Airports, Faculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Stanisława Wyspiańskiego 27, 50-370 Wrocław, Poland

https://orcid.org/0000-0002-1562-9616

autor

Hawryszków Paweł

Department of Roads, Bridges, Railways and Airports, Faculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Stanisława Wyspiańskiego 27, 50-370 Wrocław, Poland

https://orcid.org/0000-0001-8787-1121

autor

Bień Jan

Department of Roads, Bridges, Railways and Airports, Faculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Stanisława Wyspiańskiego 27, 50-370 Wrocław, Poland

https://orcid.org/0000-0002-6256-5563

autor

Onysyk Jerzy

Department of Roads, Bridges, Railways and Airports, Faculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Stanisława Wyspiańskiego 27, 50-370 Wrocław, Poland

https://orcid.org/0000-0001-7600-2780

autor

Biliszczuk Jan

Department of Roads, Bridges, Railways and Airports, Faculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Stanisława Wyspiańskiego 27, 50-370 Wrocław, Poland

https://orcid.org/0000-0002-1767-7216

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)

Typ dokumentu

Bibliografia

Identyfikator YADDA

bwmeta1.element.baztech-f889df80-d0e2-4ed6-b084-e63049b28523