欧拉运动放大算法在桥梁振动分析中的试验研究
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  • 英文篇名:Experimental Study on Euler Motion Amplification Algorithm in Bridge Vibration Analysis
  • 作者:楚玺 ; 向小菊 ; 周志祥 ; 侯旭 ; 何松霖
  • 英文作者:CHU Xi;XIANG Xiao-ju;ZHOU Zhi-xiang;HOU Xu;HE Song-lin;School of Civil Engineering,Chongqing Jiaotong University;
  • 关键词:桥梁工程 ; 振动分析 ; 欧拉运动放大算法 ; 边缘检测 ; 动态位移
  • 英文关键词:bridge engineering;;vibration analysis;;Euler motion amplification algorithm;;edge detection;;dynamic displacement
  • 中文刊名:GLJK
  • 英文刊名:Journal of Highway and Transportation Research and Development
  • 机构:重庆交通大学土木工程学院;
  • 出版日期:2019-06-15
  • 出版单位:公路交通科技
  • 年:2019
  • 期:v.36;No.294
  • 基金:国家自然科学基金项目(51778094;51708068);; 重庆市教委项目(KJ1600531);; 重庆市研究生科研创新项目(CYS16176)
  • 语种:中文;
  • 页:GLJK201906006
  • 页数:8
  • CN:06
  • ISSN:11-2279/U
  • 分类号:45-51+61
摘要
为发展新的桥梁动态位移识别和分析方法,解决桥梁非接触式动态位移测量中的振动显微问题,将欧拉运动放大算法应用于桥梁振动分析。首先利用普通摄像机连续采集一系列桥梁数字影像。而后通过欧拉运动放大算法,对桥梁的连续图像序列进行空域分解,使用对微弱运动敏感的时域带通滤波器进行滤波,得到连续图像序列中的微小振动,再对低频的振动信号采用信号放大处理。随后,通过对振动放大后的数字影像进行帧数分解,获得常规视频采样频率下的桥梁试件振动时间历程序列,最后通过对图像序列中标记点的边缘特征分析,得到了试验桥梁标记点的动态位移测量结果。通过与位移传感器测量结果和百分表的比较,证明所采用和提出的分析方法是可行的,能够满足桥梁动态位移测量的应用需求,也能够针对桥梁的某些振动特性开展初步的定量分析,做到对桥梁结构的微小振动位移进行识别。
        In order to develop a new method for identifying and analyzing dynamic displacement of bridges and solve the micro-vibration problem in non-contact dynamic displacement measurement of bridges,Euler motion magnification algorithm is applied to bridge vibration analysis. First,a series of digital images of bridge structures are collected continuously by ordinary camera. Then,by using Euler motion magnification algorithm,the continuous image sequence of bridge is decomposed in spatial domain,the time-domain bandpass filter sensitive to weak motion is used for filtering to obtain the micro-vibration in the continuous image sequence,and then the low-frequency vibration signal is amplified. Subsequently,the time history image sequence of the bridge specimen under the conventional video sampling frequency is obtained by frame decomposing the amplified digital image. Finally,the dynamic displacement measurement result of the labeled points on the test bridge is obtained by analyzing the edge characteristics of the labeled points in the image sequence. Compared with the measurement results of displacement sensor and the dial indicator,it is proved that the presented analysis method is feasible. It can meet the application requirements of bridge dynamic displacement measurement,it can also carry out preliminary quantitative analysis of some vibration characteristics of bridges and to identify the micro vibration displacements of bridge structures.
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