Vision-based multi-point real-time monitoring of dynamic displacement of large-span cable-stayed bridges

被引:9
|
作者
Hu, Biao [1 ,2 ]
Chen, Wenjun [1 ,2 ]
Zhang, Yueqiang [1 ,2 ]
Yin, Yihe [1 ,2 ]
Yu, Qifeng [1 ,2 ,3 ,4 ,5 ]
Liu, Xiaolin [1 ,2 ]
Ding, Xiaohua [6 ]
机构
[1] Shenzhen Univ, Shenzhen Key Lab Intelligent Opt Measurement & Det, Shenzhen 518000, Peoples R China
[2] Shenzhen Univ, Coll Phys & Optoelect Engn, Shenzhen 518060, Peoples R China
[3] Shenzhen Univ, State Key Lab Radio Frequency Heterogeneous Integr, Shenzhen 518000, Peoples R China
[4] Natl Univ Def Technol, Coll Aerosp Sci & Engn, Changsha 410073, Peoples R China
[5] Hunan Prov Key Lab Image Measurement & Vis Nav, Changsha 410073, Peoples R China
[6] Shenzhen Eagle Eye Online Elect Technol Co Ltd, Shenzhen 518115, Peoples R China
基金
中国博士后科学基金;
关键词
Bridge; Large span; Displacement; Vision measurement; Motion compensation; CIVIL INFRASTRUCTURE; COMPUTER VISION; TRACKING; SYSTEM; GPS;
D O I
10.1016/j.ymssp.2023.110790
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The existing vision measurement methods face a significant challenge in the multi-point displacement monitoring of large-span bridges due to the contradiction between the measurement scale and image spatial resolution. Based on a cable-stayed bridge on a kilometer scale, a new vision-based multi-point displacement monitoring system is proposed. The bridge was designed and arranged with a camera network, consisting of a series of double-head camera stations that were connected by cooperative markers. Based on the observed multi-point deflection and lateral displacement, the deformation evolution of the bridge in the two dimensions of time and space is discussed. The results show that the proposed vision-based camera network can accurately monitor the dynamic deflection and lateral displacement across the whole span of the bridge. The measurement errors induced by the camera motion can be well compensated based on the optical constraints of the proposed camera network. The feasibility of the vision method for long-span bridge monitoring has greatly improved. The proposed system can provide a new method for displacement monitoring and fine parameters for the safety evaluation of large-span bridges.
引用
收藏
页数:17
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