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Eulerian fast motion identification algorithm for deformation measurement of cable-stayed bridge.

Authors :
Hang, ZongQing
Bai, Pengxiang
Du, Wenkang
Cui, Can
Lei, Dong
Source :
Journal of Civil Structural Health Monitoring; Oct2023, Vol. 13 Issue 6/7, p1391-1413, 23p
Publication Year :
2023

Abstract

Video magnification has received increased attention in structural deformation measurement. Current video magnification methods typically chose the Eulerian perspective rather than the Lagrangian, which requires tedious work for tedious parameter adjustment. However, the low computational efficiency is a prominent problem of the Euler-based method due to the complex time domain filtering processing. To address this issue, a novelty motion magnification algorithm, called Euler fast motion detection (EFMD), is proposed in this paper, which can realize real-time measurement with low computation cost. Laboratory verification and field experiments were carried out to verify the accuracy of the algorithm in deck and cable dynamic response measurement. In laboratory experiments, the error of natural frequency measured by the proposed method is within 2%. In the field experiments, the small displacements (about 1.5 mm) can be achieved by the proposed method at a distance greater than 20 m, and the error of the cable vibration is less than 4%. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
21905452
Volume :
13
Issue :
6/7
Database :
Complementary Index
Journal :
Journal of Civil Structural Health Monitoring
Publication Type :
Academic Journal
Accession number :
173341022
Full Text :
https://doi.org/10.1007/s13349-023-00712-6