Vision-based bridge dynamic deflection measurement method under low light conditions based on the iterative Otsu method
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Affiliation:

1.Institute of Seismology, CEA, Wuhan 430071, P. R. China;2.Hubei Key Laboratory of Earthquake Early Warning, Wuhan 430071, P. R. China;3.Hubei Earthquake Administration, Wuhan 430071, P. R. China;4.Wuhan Institute of Earthquake Engineering Co. Ltd., Wuhan 430071, P. R. China;5.Shenzhen Urban Public Safety and Technology Institute Co. Ltd., Shenzhen 518046, Guangdong, P. R. China;6.Key Laboratory of Urban Safety Risk Monitoring and Early Warning, Ministry of Emergency Management, Shenzhen 518046, Guangdong, P. R. China

Clc Number:

TU317;U446.3

Fund Project:

National Natural Science Foundation of China (No. 51708520); Scientific Research Fund from Institute of Seismology, CEA and National Institute of Natural Hazards, Ministry of Emergency Management of China (No. IS202226319)

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    Abstract:

    Currently, researchers use LED targets in combination with the image thresholding method to address the issue of decreased visibility and resolution of structural surfaces in low-light environments. This approach ultimately leads to poorer performance when measuring structural dynamic parameters using vision-based technology. However, complex ambient lighting and unfavorable weather in practical applications will inevitably induce negative effects on the vision-based measurement of structural parameters. Therefore, in order to deal with this issue, a novel vision-based measurement method is proposed in this paper based on the iterative Otsu algorithm. In this method, the correct segmentation of the foreground spot and the background under strong light and fog interference can be realized by iteratively solving the image foreground threshold while combining with the iterative constraints of spot roundness and inter-frame area consistency, and finally the structural dynamic deflection can be obtained after the spot center is collected using the gray centroid algorithm. Firstly, this paper introduces the principle of image thresholding segmentation based on the proposed iterative Otsu algorithm, as well as the corresponding procedure for structural displacement measurement. Subsequently, a cantilever beam specimen is employed to validate the feasibility and effectiveness of the proposed method, and finally the results demonstrate that the proposed method can realize the accurate identification of the structural dynamic deflection under low-light conditions even when influenced by strong light and fog.

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翟国华,谭志森,梁亚斌.基于迭代Otsu法的低光照条件下桥梁结构动挠度视觉测量方法[J].土木与环境工程学报(中英文),2026,48(2):180~189

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History
  • Received:October 12,2023
  • Revised:
  • Adopted:
  • Online: March 31,2026
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