Separation of the Structure Signal by the Maximal Overlap Discrete Wavelet Transform and Fast Fourier Transform

Table 1

Parameters of the vehicle model on the bridge.

Elastic modulus	207 GPa
Mass per unit length	20.000 kg/m
Cross-sectional	4.94 m^2
Second moment of area	0.174 m^4
Shear coefficient	5/6
Beam viscous damping	1750 N·s/m
Beam length	100 m
Mass Meq	434.39 (kg)
Spring stiffness Keq	19097.32 (N·m^−1)
Damper coefficient Ceq	290.84 (N·s·m^−1)
Speed	20 (m·s^−1)