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Vision-based experimental study of force estimation in the cable-stayed bridge’s cable model

Treść / Zawartość
Identyfikatory
Języki publikacji
EN
Abstrakty
EN
In this paper, a vision-based measurement is proposed, so as to realize quick and convenient tests on the cable force of single-cable plane cable-stayed bridge. Firstly, laser is used to lay out the reference points, and pictures are taken by mobile phone or camera, gaining cable sag by serial image processing. The next step is to calculate the cable force by its relation with sag. According to laboratory test of cable force, the measuring error of cable force is within 3%, which meets the engineering precision requirements. This simple, efficient and low-risk method is easy to operate, and can solve the difficulty of marker installation during visual measurement.
Rocznik
Strony
149--162
Opis fizyczny
Bibliogr. 22 poz., il., tab.
Twórcy
autor
  • School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, Nibong Tebal, Malaysia
  • School of Civil and Architectural Engineering, Yangtze Normal University, Chongqing, China
  • School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, Nibong Tebal, Pulau Pinang, Malaysia
autor
  • School of Civil and Architectural Engineering, Yangtze Normal University, Chongqing, China
autor
  • School of Civil and Architectural Engineering, Yangtze Normal University, Chongqing, China
Bibliografia
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  • [10] X. Ye and C. Dong, “Review of computer vision-based structural displacement monitoring”, China Journal of Highway and Transport, vol. 32, no. 11, pp. 21-39, 2019, doi: 10.19721/j.cnki.1001-7372.2019.11.002.
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  • [12] B.F. Spencer Jr., V. Hoskere, and Y. Narazaki, “Advances in computer vision-based civil infrastructure inspection and monitoring”, Engineering, vol. 5, no. 2, pp. 199-222, 2019, doi: 10.1016/j.eng.2018.11.030.
  • [13] H.C. Jo, S.H. Kim, J. Lee, H. Sohn, and Y. Lim, “Sag-based cable tension force evaluation of cable-stayed bridges using multiple digital images”, Measurement, vol. 186, art. no. 110053, 2021, doi: 10.1016/j.measurement.2021.110053.
  • [14] S. Yu, J. Zhang, and X. He, “An advanced vision-based deformation measurement method and application on a long-span cable-stayed bridge”, Measurement Science and Technology, vol. 31, no. 6, art. no. 065201, 2020, doi: 10.1088/1361-6501/ab72c8.
  • [15] H.J. Lee, “Study on the efficient application of vision-based displacement measurements for the cable tension estimation of cable-stayed bridges”, Journal of the Korea Academia-Industrial Cooperation Society, vol. 17, no. 9, pp. 709-717, 2016, doi: 10.5762/KAIS.2016.17.9.709.
  • [16] S.W. Kim, B. Jeon, N. Kim, and J. Park, “Vision-based monitoring system for evaluating cable tensile forces on a cable-stayed bridge,” Structural Health Monitoring, vol. 12, no. 5-6, pp. 440-456, 2013, doi: 10.1177/1475921713500513.
  • [17] W. Du, D. Lei, P. Bai, F. Zhu, and Z. Huang, “Dynamic measurement of stay-cable force using digital image techniques”, Measurement, vol. 151, art. no. 107211, 2020, doi: 10.1016/j.measurement.2019.107211.
  • [18] J. Ge, M. Su, and W. Li, “A new method for measuring cable tension of cable-stayed bridge-cable sag method”, China Railway Science, vol. 39, no. 4, pp. 63-70, 2018, doi: 10.3969/j.issn.1001-4632.2018.04.10.
  • [19] H.X. Zhao, W.M. Zhang, and X.F. Jiang, “Calculation method of equivalent elastic modulus of stay cable sag effect based on catenary”, Journal of China and Foreign Highway, vol. 40, no. 2, pp. 62-66, 2020, doi: 10.14048/j.issn.1671-2579.2020.02.013.
  • [20] B.F. Spencer, V. Hoskere, and Y. Narazaki, “Advances in Computer Vision-Based Civil Infrastructure Inspection and Monitoring”, Engineering, vol. 5, no. 2, pp. 199-222, 2019, doi: 10.1016/j.eng.2018.11.030.
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  • [22] Y. Xu, J. Brownjohn, and D. Kong, “A non-contact vision-based system for multipoint displacement monitoring in a cable-stayed footbridge”, Structural Control and Health Monitoring, vol. 25, art. no. e2155, 2018, doi: 10.1002/stc.2155.
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