## Abstract The paper deals with gray box identification of flexible structures and active vibration suppression from a robust control perspective. First, the linearized mathematical model of an __N__βstorey flexible structure is presented. Next, the generalized mathematical model is particularized
IDENTIFICATION OF NON-LINEAR TRANSIENT BEHAVIOUR OF FLEXIBLE STRUCTURES: APPLICATION TO A GOLFER'S SWING
β Scribed by B. LE FICHOUX-CHEMLI; P. SWIDER; O. MOUZIN
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 229 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0888-3270
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β¦ Synopsis
Non-linear transient behaviour of #exible structures requires numerical integration of the system's equations of motion. A simpli"ed method for identifying the impulse response function, while avoiding this integration, is presented here. The impulse response function obtained is time dependent and is a characteristic of the global system, remaining valid when reasonable perturbations are applied to external data. Application of this method to the swing of a golfer gives satisfactory results. The implementation of the method as a solution to an inverse dynamics problem, the optimisation process, validation with experimental data, and a potential biomechanical application is discussed.
π SIMILAR VOLUMES
This paper presents a method for experimentally identifying the parameters of a lightly damped non-linear system with an odd restoring force, as represented by the Du$ng equation. It requires only a single free vibration test to determine the variation of the natural frequency with the decaying ampl