The vibrations of flexible structures are controlled by an optimal modal positive position feedback (OMPPF) algorithm whose control forces are generated by only using modal position signals to provide damping action to undamped structural modes. The suboptimal parameters of the OMPPF controller are
Optimizing search with positive information feedback
โ Scribed by Theodor J. Stewart
- Publisher
- John Wiley and Sons
- Year
- 1985
- Tongue
- English
- Weight
- 632 KB
- Volume
- 32
- Category
- Article
- ISSN
- 0894-069X
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