Dynamic performance verification of the Redzinski Bridge using portable camera-based vibration monitoring systems

被引:9
作者
Bocian, Mateusz [1 ]
Nikitas, Nikolaos [2 ]
Kalybek, Maksat [3 ,4 ]
Kuzawa, Mieszko [1 ]
Hawryszkow, Pawel [1 ]
Bien, Jan [1 ]
Onysyk, Jerzy [1 ]
Biliszczuk, Jan [1 ]
机构
[1] Wroclaw Univ Sci & Technol, Fac Civil Engn, Dept Rd Bridges Railways & Airports, Wybrzeze Stanislawa Wyspianskiego 27, PL-50370 Wroclaw, Poland
[2] Univ Leeds, Sch Civil Engn, Woodhouse Lane, Leeds LS2 9DY, England
[3] Univ Leicester, Sch Engn, Univ Rd, Leicester LE1 7RH, England
[4] UCL, Fac Engn Sci, Gower St, London WC1E 6BT, England
基金
英国工程与自然科学研究理事会;
关键词
Remote sensing; Computer vision; Modal damping; Long-span bridges; Operational modal analysis; CIVIL INFRASTRUCTURE; MODAL IDENTIFICATION; COMPUTER VISION; PHOTOGRAMMETRY; DISPLACEMENT; VALIDATION; CABLES;
D O I
10.1007/s43452-022-00582-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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 off-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.
引用
收藏
页数:19
相关论文
共 46 条
  • [1] [Anonymous], 2022, IMETRUM MEASURING IN
  • [2] [Anonymous], 2013, Learning OpenCV: Computer Vision in C++ with the OpenCV Library
  • [3] Photogrammetry and optical methods in structural dynamics - A review
    Baqersad, Javad
    Poozesh, Peyman
    Niezrecki, Christopher
    Avitabile, Peter
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2017, 86 : 17 - 34
  • [4] Validation of numerical models of concrete box bridges based on load test results
    Bien, J.
    Kuzawa, M.
    Kaminski, T.
    [J]. ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2015, 15 (04) : 1046 - 1060
  • [5] Bien J, 2010, WYDAWNICTWA KOMUNIKA
  • [6] Biliszczuk J., 2021, P IABSE C GHENT STRU, P540
  • [7] Biliszczuk J, 2012, IABSE C SEOUL 2012 I, V18, P819, DOI [10.2749/222137912805111221, DOI 10.2749/222137912805111221]
  • [8] Redzinski Bridge in Wroclaw - The Largest Concrete Cable-Stayed Bridge in Poland
    Biliszczuk, Jan
    Barcik, Wojciech
    Onysyk, Jerzy
    Toczkiewicz, Robert
    Tukendorf, Kamil
    [J]. STRUCTURAL ENGINEERING INTERNATIONAL, 2014, 24 (02) : 285 - 292
  • [9] Modal identification of output-only systems using frequency domain decomposition
    Brincker, R
    Zhang, LM
    Andersen, P
    [J]. SMART MATERIALS & STRUCTURES, 2001, 10 (03) : 441 - 445