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.
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Yang et al. (2025) studied this question.
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