Dynamic characteristics of suspension bridge hanger cables using digital image processing

被引:107
|
作者
Kim, Sung-Wan [1 ]
Kim, Nam-Sik [1 ]
机构
[1] Pusan Natl Univ, Dept Civil & Environm Engn, Pusan 609735, South Korea
关键词
Suspension bridge; Tension of hanger cable; Vision-based system; Digital image processing; DEFLECTION; TENSION; SENSORS;
D O I
10.1016/j.ndteint.2013.05.002
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
In this study, a non-contact measurement method is proposed to estimate the tension in hanger cables by using digital image processing. Digital images were acquired through a vision-based system using a portable digital video camera (camcorder), which was used to remotely measure the dynamic responses and was chosen because it is convenient and cost-efficient. Digital image correlation technique, as one of digital image processing algorithms, was applied to develop an image processing algorithm. An image transform function was used to correct the geometric distortion between the deformed and undeformed images and to calculate the subpixels. The motion of the vision-based system caused by external wind or vibration at camera location was corrected considering a fixed object in the image without any additional sensors. Using this algorithm, the dynamic response of the hanger cable and the resolution of the modal frequencies were improved. It was also confirmed that the dynamic characteristics of the hanger cables can be estimated with only the cable shape not attaching any target. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:25 / 33
页数:9
相关论文
共 50 条
  • [41] Influence of central buckle on suspension bridge dynamic characteristics and driving comfort
    Da Wang
    Yang Deng
    Yang Liu
    Journal of Central South University, 2015, 22 : 3108 - 3115
  • [42] Quantitative assessment of lesion characteristics and disease severity using digital image processing
    Tucker, CC
    Chakraborty, S
    JOURNAL OF PHYTOPATHOLOGY, 1997, 145 (07) : 273 - 278
  • [43] Non-Linear Dynamic Analysis on a Continuum Suspension Bridge Model with Spatial Layout of Main Cables
    Xu, Liang
    Hui, Yi
    Li, Ke
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2022, 22 (07)
  • [44] Analyzing the Dynamic Behavior of Suspension Bridge Towers Using GPS
    Larocca, Ana Paula C.
    Schaal, Ricardo E.
    Santos, Marcelo C.
    Langley, Richard B.
    PROCEEDINGS OF THE 19TH INTERNATIONAL TECHNICAL MEETING OF THE SATELLITE DIVISION OF THE INSTITUTE OF NAVIGATION (ION GNSS 2006), 2006, : 1477 - 1486
  • [45] Identification of dynamic displacements and modal frequencies of a medium-span suspension bridge using multimode GNSS processing
    Yu, Jiayong
    Meng, Xiaolin
    Shao, Xudong
    Yan, Banfu
    Yang, Lei
    ENGINEERING STRUCTURES, 2014, 81 : 432 - 443
  • [46] Dynamic set point model for driver alert state using digital image processing
    Isaza, Cesar
    Anaya, Karina
    Fuentes-Silva, Carlos
    Zavala de Paz, Jonny Paul
    Rizzo, Amilcar
    Garcia-Moreno, Angel-Ivan
    MULTIMEDIA TOOLS AND APPLICATIONS, 2019, 78 (14) : 19543 - 19563
  • [47] Dynamic set point model for driver alert state using digital image processing
    Cesar Isaza
    Karina Anaya
    Carlos Fuentes-Silva
    Jonny Paul Zavala de Paz
    Amilcar Rizzo
    Angel-Ivan Garcia-Moreno
    Multimedia Tools and Applications, 2019, 78 : 19543 - 19563
  • [48] The Dynamic Measurement System Design for Stewart Platform by Using Digital Image Processing Method
    Ker-Wei Yu
    Yu-Quan Zhou
    IEEE INTERNATIONAL CONFERENCE ON FUZZY SYSTEMS (FUZZ 2011), 2011, : 1134 - 1137
  • [49] Applications of the Vision-Based Monitoring System Using a Digital Image Correlation Technique to Long-Span Bridge Cables
    Kim, S. -W.
    Kim, N. -S.
    STRUCTURAL HEALTH MONITORING 2011: CONDITION-BASED MAINTENANCE AND INTELLIGENT STRUCTURES, VOL 2, 2013, : 2292 - 2299
  • [50] Bridge deflection measurement using digital image correlation
    Yoneyama, S.
    Kitagawa, A.
    Iwata, S.
    Tani, K.
    Kikuta, H.
    EXPERIMENTAL TECHNIQUES, 2007, 31 (01) : 34 - 40