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
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作者:
作者单位:

1.中国地震局地震研究所,武汉 430071;2.湖北省地震预警重点实验室,武汉 430071;3.湖北省地震局,武汉 430071;4.武汉地震工程研究院有限公司,武汉 430071;5.深圳市城市公共安全技术研究院有限公司,广东 深圳 518046;6.城市安全风险监测预警应急管理部重点实验室,广东 深圳 518046

作者简介:

翟国华(1999- ),男,主要从事基于计算机视觉的结构健康监测研究,E-mail:guohuazhai17@mail.nwpu.edu.cn。
ZHAI Guohua (1999- ), main research interest: vision-based structural health monitoring, E-mail: guohuazhai17@mail.nwpu.edu.cn.

通讯作者:

梁亚斌(通信作者),男,副研究员,E-mail:yabinliang@hubdzj.gov.cn。

中图分类号:

TU317;U446.3

基金项目:

国家自然科学基金(51708520);中国地震局地震研究所和应急管理部国家自然灾害防治研究院基本科研业务费(IS202226319)


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

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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    摘要:

    在低光照环境下,被测结构表面自然纹理可见度和分辨率下降,进而影响结构动挠度视觉测量的精度,研究人员多采用LED标靶结合图像阈值法来解决。但在实际应用过程中,周围复杂的环境光线和不良天气会对结构动挠度视觉测量结果的准确性造成影响。为此,提出一种基于迭代Otsu法的桥梁结构动挠度视觉测量方法。该方法通过多次迭代求解光斑图像ROI区域前景阈值,配合光斑圆形度和帧间面积一致性约束,不断缩小灰度阈值范围,最终找到能有效分离图像前景光斑与背景的理想阈值,并结合灰度质心法准确计算出被测结构的动挠度变化。首先,介绍基于迭代Otsu法的图像阈值分割原理和结构动挠度计算流程;之后,通过一个悬臂梁试验验证所提方法在有强光和雾气干扰的低光照环境下识别结构动挠度的准确性。

    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. ZHAI Guohua, TAN Zhisen, LIANG Yabin. Vision-based bridge dynamic deflection measurement method under low light conditions based on the iterative Otsu method[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2026,48(2):180-189.10.11835/j. issn.2096-6717.2023.150

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  • 收稿日期:2023-10-12
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  • 在线发布日期: 2026-03-31
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