Dynamic displacement measurement of bridges using vision-based system

被引:1
|
作者
Lee, Jong-Jae [1 ]
Fukuda, Yoshio [1 ]
Shinozuka, Masanobu [1 ]
机构
[1] Univ Calif Irvine, Dept Civil & Environm Engn, Irvine, CA 92612 USA
基金
美国国家科学基金会;
关键词
displacement; bridges; synchronized vision-based system; digital image processing;
D O I
10.1117/12.659071
中图分类号
V [航空、航天];
学科分类号
08 ; 0825 ;
摘要
Measuring the displacement of flexible bridges directly is difficult particularly on monumental suspension bridges. Since these bridges cross over sea channels or large rivers, installation of conventional devices for displacement measurement is technically not easy and costly, if not impossible. In this study, real-time displacement measurement of bridges was carried out by means of digital image processing techniques. This is innovative, highly cost-effective and easy to implement, and yet maintains the advantages of dynamic measurement and high resolution. First, the measurement point is marked on the bridge with a target panel of known geometry. A commercially available digital video camcorder is installed on a fixed point some distance from the bridge (e.g. on the coast) or on a pier (abutment) of the bridge which can be regarded as a fixed point. The camcorder with a telescopic device installed takes a motion picture of the target marked. Meanwhile, the displacement of the target is calculated using an image processing technique, which requires a target recognition algorithm, projection of the captured image, and calculation of the actual displacement using target geometry and the number of pixels moved. To measure the displacement at multiple locations on the bridge, an effective synchronized vision-based system was developed using master/slave system and wireless data communication. For the purpose of verification, the measured displacement by synchronized vision-based system was compared with the data measured by a contact-type sensor, a linear variable differential transformer (LVDT) from laboratory tests. The displacement measured by the proposed method showed a good agreement with the data from the conventional sensors. A field test on a pedestrian suspension bridge was also carried out to check the feasibility of the proposed system.
引用
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页数:9
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