“…These methods are based on the relationships between the vibration characteristics (natural frequencies [1}3] and mode shapes [4]) or peculiarities of a non-linear vibration system behaviour (for example, non-linear distortions of the displacement wave in di!erent cross-sections of a beam [5,6], the amplitudes of sub-resonance and super-resonance vibrations [7], the anti-resonance frequencies [8], etc.) and damage parameters.…”