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

被引:0
|
作者
机构
[1] Department of Civil and Environmental Engineering, Hong Kong Polytechnic University, Hung Hom, Kowloon
[2] Department of Civil Engineering, Zhejiang University
[3] Highways Department, Hong Kong SAR Government, Hong Kong
[4] Intelligent Structural Health Monitoring R and D Centre, Hong Kong Polytechnic University Shenzhen Research Institute
来源
Ni, Y.Q. (ceyqni@polyu.edu.hk) | 1600年 / Techno-Press卷 / 12期
关键词
Cable-supported bridge; Digital image processing; Displacement measurement; Experimental verification; Pattern matching algorithm; Vision-based system;
D O I
10.12989/sss.2013.12.3-4.363
中图分类号
学科分类号
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. Copyright © 2013 Techno-Press, Ltd.
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页码:363 / 379
页数:16
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