A semi-active controller for excessive transient vibrations of resonant flexible structures is presented. The suggested controller technique is based upon using an impact damper with a variable clearance. Numerical simulations were employed to investigate the design parameters. Simple experiments we
A NEW PERSPECTIVE FOR SEMI-AUTOMATED STRUCTURAL VIBRATION CONTROL
β Scribed by N. JALILI
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 241 KB
- Volume
- 238
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
The development of an innovative approach for optimum vibration suppression of #exible structures is presented. Utilizing concurrent use of semi-active and active subsections, an intelligent semi-automated alternative is suggested. By altering the adjustable structural properties (in semi-active unit) and control parameters (in active unit), a search is conducted to minimize an objective function subject to constraints, which may re#ect performance characteristics. In practice, a user-in-the-loop interprets the resulting performance. A number of options may then be initiated: altering the parameters of the semi-active unit, or re-tuning the control parameters in the active unit, or concurrently adjusting the two. An essential component of this strategy is handling the parametric variations within the system. In order to increase the absorber e$ciency against such variations an identi"cation process is utilized in sequence with an optimization for re-tuning the absorber. The feasibility of the re-tuning procedure and performance improvement is demonstrated via simulations for a singledegree-of-freedom (s.d.o.f.) system. It is shown that concurrent adjustment of structural properties and control re-tuning signi"cantly improves the vibration suppression quality.
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