A vision-based system for dynamic displacement measurement of long-span bridges: algorithm and verification

被引:133
|
作者
Ye, X. W. [1 ,2 ]
Ni, Y. Q. [1 ]
Wai, T. T. [1 ]
Wong, K. Y. [3 ]
Zhang, X. M. [4 ]
Xu, F. [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
[2] Zhejiang Univ, Dept Civil Engn, Hangzhou 310058, Zhejiang, Peoples R China
[3] Hong Kong SAR Govt, Highways Dept, Hong Kong, Hong Kong, Peoples R China
[4] Hong Kong Polytech Univ, Shenzhen Res Inst, Intelligent Struct Hlth Monitoring R&D Ctr, Shenzhen 518057, Peoples R China
关键词
vision-based system; displacement measurement; digital image processing; pattern matching algorithm; cable-supported bridge; experimental verification; DEFLECTION;
D O I
10.12989/sss.2013.12.3_4.363
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Dynamic displacement of structures is an important index for in-service structural condition and behavior assessment, but accurate measurement of structural displacement for large-scale civil structures such as long-span bridges still remains as a challenging task. In this paper, a vision-based dynamic displacement measurement system with the use of digital image processing technology is developed, which is featured by its distinctive characteristics in non-contact, long-distance, and high-precision structural displacement measurement. The hardware of this system is mainly composed of a high-resolution industrial CCD (charge-coupled-device) digital camera and an extended-range zoom lens. Through continuously tracing and identifying a target on the structure, the structural displacement is derived through cross-correlation analysis between the predefined pattern and the captured digital images with the aid of a pattern matching algorithm. To validate the developed system, MTS tests of sinusoidal motions under different vibration frequencies and amplitudes and shaking table tests with different excitations (the El-Centro earthquake wave and a sinusoidal motion) are carried out. Additionally, in-situ verification experiments are performed to measure the mid-span vertical displacement of the suspension Tsing Ma Bridge in the operational condition and the cable-stayed Stonecutters Bridge during loading tests. The obtained results show that the developed system exhibits an excellent capability in real-time measurement of structural displacement and can serve as a good complement to the traditional sensors.
引用
收藏
页码:363 / 379
页数:17
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