Modelling and identification of a wire-cable vibration isolator via a cyclic loading test Part 2: identification and response prediction

In Part 1 of the study, two improved Bouc-Wen models have been proposed to describe the hysteretic behaviour of a wire-cable vibration isolator. In th is part, a frequency-domain parametric identification procedure is presente d to determine the model parameters from the experimental data of the cycli c loading test. Making use of the rate-independent nature of the hysteretic behaviour, the measured quasi-periodic data sequences are modulated to per iodic signals. Then the model parameters are identified from a one-stage es timate scheme using the acquired harmonic components of the displacement an d restoring force signals. The identification results give rise to a good r epresentation of the experimental hysteresis loops. After performing the mo delling, the dynamic response behaviour of a wire-cable isolation system is evaluated with reference to the shear, the roll and the tension-compressio n modes respectively. The frequency-response characteristics in the tension -compression mode are found to be greatly different from those in shear and roll modes.