Abstract
This paper deals with the asymptotic stability of the coupled modal sliding mode control of a vibratory structure in the presence of parametric uncertainties. The method is based on the linear fractional transformation and the small gain theorem / μ analysis. Using a flexible tetrahedral truss structure, a numerical example is presented to verify the theoretical analysis.
Original language | English (US) |
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Pages (from-to) | 319-324 |
Number of pages | 6 |
Journal | Shock and Vibration |
Volume | 16 |
Issue number | 3 |
DOIs | |
State | Published - 2009 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Condensed Matter Physics
- Geotechnical Engineering and Engineering Geology
- Mechanics of Materials
- Mechanical Engineering