A vision-based system for remote sensing of bridge displacement

被引:320
作者
Lee, Jong Jae [1 ]
Shinozuka, Masanobu [1 ]
机构
[1] Univ Calif Irvine, Dept Civil & Environm Engn, Irvine, CA 92697 USA
基金
美国国家科学基金会;
关键词
vision-based system; displacement measurement; remote sensing; real-time; bridge structures;
D O I
10.1016/j.ndteint.2005.12.003
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
This study proposed the vision-based system which remotely measures dynamic displacement of bridges in real-time using digital image processing techniques. This system has a number of innovative features including a high resolution in dynamic measurement, remote sensing, cost-effectiveness, real-time measurement and visualization, ease of installation and operation and no electro-magnetic interference. The digital video camera combined with a telescopic device takes a motion picture of the target installed on a measurement location. 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 number of pixels moved. For the purpose of verification, a laboratory test using shaking table test and field application on a bridge with open-box girders were carried out. The test results gave sufficient dynamic resolution in frequency as well as the amplitude. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:425 / 431
页数:7
相关论文
共 13 条
[1]  
Aktan A.E., 2001, HLTH MONITORING MANA, V4337
[2]  
Doebling SW., 1998, Shock Vib. Digest, V30, P99, DOI [10.1177/058310249803000201, DOI 10.1177/058310249803000201]
[3]   Estimating deflection of a simple beam model using fiber optic Bragg-grating sensors [J].
Kim, NS ;
Cho, NS .
EXPERIMENTAL MECHANICS, 2004, 44 (04) :433-439
[4]  
MEO M, 2004, MECH SYST SIGNAL PRO
[5]   GPS measurement of wind-induced suspension bridge girder displacements [J].
Nakamura, S .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2000, 126 (12) :1413-1419
[6]   Comparison of laser Doppler vibrometer with contact sensors for monitoring bridge deflection and vibration [J].
Nassif, HH ;
Gindy, M ;
Davis, J .
NDT & E INTERNATIONAL, 2005, 38 (03) :213-218
[7]  
Olaszek P., 1999, Measurement, V25, P227, DOI 10.1016/S0263-2241(99)00006-8
[8]   The determination of bridge displacement using measured acceleration [J].
Park, KT ;
Kim, SH ;
Park, HS ;
Lee, KW .
ENGINEERING STRUCTURES, 2005, 27 (03) :371-378
[9]   Remote sensing of building structural displacements using a microwave interferometer with imaging capability [J].
Pieraccini, M ;
Luzi, G ;
Mecatti, D ;
Fratini, M ;
Noferini, L ;
Carissimi, L ;
Franchioni, G ;
Atzeni, C .
NDT & E INTERNATIONAL, 2004, 37 (07) :545-550
[10]  
ROBERTS GW, 1998, SEISMOL SOC AM, V25, P299