Using Variational Mode Decomposition for Frequency Identification in a Two-Span Vehicle–Bridge Interaction System
To address the challenge of closely spaced modes commonly observed in multi-span or two-span bridges, variational mode decomposition is incorporated into the vehicle-scanning method to numerically extract individual bridge frequencies from the test vehicle’s acceleration spectrum through intrinsic mode functions. By comparing the decomposed results with the analytical solutions of a two-span vehicle–bridge interaction system subjected to a two-axle three-mass test vehicle, the efficacy of the finite element method is demonstrated. The parametric study shows that the higher-order bridge frequencies can be identified noticeably under various measurement conditions, even with pavement irregularity and bridge damping.
Authors
- Li-Hsuan Chen
- Judy P. Yang (ORCID: https://orcid.org/0000-0002-3792-2821)
Institutions
- National Yang Ming Chiao Tung University (TW)
Publication Details
- Journal
- International Journal of Structural Stability and Dynamics
- Published
- 2025-11-27
- DOI
- https://doi.org/10.1142/s0219455427710015
- Primary Topic
- Structural Health Monitoring Techniques
- Type
- article
- Field-Weighted Citation Impact
- 0.00