2001
DOI: 10.1299/kikaic.67.2798
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Vibration Control of Flexible Structures with Fractional Differential Active Mass Dampers.

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Cited by 3 publications
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“…From Equation (38), the poles of the matrix (A − HC) can be moved freely by the state observer gain H, and the convergence characteristics of the estimation error e(t) can be determined freely using the pole assignment method. Moreover, Equations ( 15), ( 34), ( 36), (37), and (39) produce the following relationships:…”
Section: Configuration Of Fractional-order State Observermentioning
confidence: 99%
“…From Equation (38), the poles of the matrix (A − HC) can be moved freely by the state observer gain H, and the convergence characteristics of the estimation error e(t) can be determined freely using the pole assignment method. Moreover, Equations ( 15), ( 34), ( 36), (37), and (39) produce the following relationships:…”
Section: Configuration Of Fractional-order State Observermentioning
confidence: 99%
“…Let us consider the viscoelastic system, which can be described by the following fractional differential equations [35]…”
Section: Examplementioning
confidence: 99%
“…Therefore, when the assumptions of this theorem are satisfied, all of the conditions of Theorem 1 are satisfied. The optimal input of System (12) is obtained from Theorem 1 as shown in (19). Further, the first component vector of (19) is taken out and the input of System (6a)-(6b) is obtained.…”
Section: P Is the Unique Semi-positive Definite Solution Of The Riccamentioning
confidence: 99%
“…we substitute them into (19), take the first row on both sides of the equal sign, and get (22), so Theorem 5 can be proved.…”
Section: P Is the Unique Semi-positive Definite Solution Of The Riccamentioning
confidence: 99%
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