Vision-Based Structural Modal Identification Using Hybrid Motion Magnification

• Published in: Sensors (Basel, Switzerland) Vol. 22; no. 23; p. 9287
• Main Authors: Zhang, Dashan, Zhu, Andong, Hou, Wenhui, Liu, Lu, Wang, Yuwei
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 29.11.2022; MDPI
• Subjects: Bridges; Decomposition; Fourier Analysis; hybrid motion magnification; Laboratories; modal shapes visualization; Motion; Noise control; Nondestructive testing; operational modal analysis; Sensors; Sound; Technology application; temporal and spatial denoising; Vibration; vision-based measurement; modal shapes visualization; operational modal analysis; vision-based measurement; hybrid motion magnification; temporal and spatial denoising
• DOI: 10.3390/s22239287
• ISSN: 1424-8220

As a promising alternative to conventional contact sensors, vision-based technologies for a structural dynamic response measurement and health monitoring have attracted much attention from the research community. Among these technologies, Eulerian video magnification has a unique capability of analyzing modal responses and visualizing modal shapes. To reduce the noise interference and improve the quality and stability of the modal shape visualization, this study proposes a hybrid motion magnification framework that combines linear and phase-based motion processing. Based on the assumption that temporal variations can represent spatial motions, the linear motion processing extracts and manipulates the temporal intensity variations related to modal responses through matrix decomposition and underdetermined blind source separation (BSS) techniques. Meanwhile, the theory of Fourier transform profilometry (FTP) is utilized to reduce spatial high-frequency noise. As all spatial motions in a video are linearly controllable, the subsequent phase-based motion processing highlights the motions and visualizes the modal shapes with a higher quality. The proposed method is validated by two laboratory experiments and a field test on a large-scale truss bridge. The quantitative evaluation results with high-speed cameras demonstrate that the hybrid method performs better than the single-step phase-based motion magnification method in visualizing sound-induced subtle motions. In the field test, the vibration characteristics of the truss bridge when a train is driving across the bridge are studied with a commercial camera over 400 m away from the bridge. Moreover, four full-field modal shapes of the bridge are successfully observed.