By Janos Gertler
That includes a model-based method of fault detection and prognosis in engineering structures, this e-book includes updated, useful info on fighting product deterioration, functionality degradation and significant equipment damage.;College or collage bookstores might order 5 or extra copies at a unique pupil fee. expense is offered upon request.
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Extra resources for Fault Detection and Diagnosis in Engineering Systems
2. 5 1 + ⎦ ⎣ ⎣ μ2 [θ1 (t)] ⎦ = 4 ⎪ ⎪ 0 μ3 [θ1 (t)] ⎪ ⎪ ⎡ ⎤ ⎪ ⎪ 0 ⎪ ⎪ −1 ⎥ ⎪ ⎪ ⎢ ⎪ ⎪ ⎢ 1 − 1 + e10−θ1 (t) ⎥, 4 − 2x f 1 ≤ θ1 (t) ≤ 15. 71) to the fixed point x f . 2 0 −15 −10 −5 0 e1(t) 5 10 15 Fig. 72) to zero with a guaranteed disturbance attenuation level γ . 2, there are four boundaries. 2. 2 given in this chapter. 1781 . 3. It can be observed that the performance of the resulting closed-loop system is satisfactory. 08 0 5 10 15 Time in samples 20 25 30 Fig. 2. 1) with three rules. 2 and ρ is a scalar parameter.
8) where r A(μ ,t) := ∑ μl Al (t), Ad (μ ,t) := l=1 r B2 (μ ,t) := r r l=1 r l=1 r ∑ μl Adl (t), B1 (μ ,t) := ∑ μl B1l (t), ∑ μl B2l (t),C(μ ,t) := ∑ μlCl (t),Cd (μ ,t) := ∑ μlCdl (t), l=1 r l=1 r l=1 D1 (μ ,t) := ∑ μl D1l (t), D2 (μ ,t) := ∑ μl D2l (t). 8) based on piecewise Lyapunov-Krasovskii functionals. 10) where ν is the set of the face indexes of the polyhedral hull satisfying ∂ Sl = ∪ν (∂ Slν ), l ∈ L . 11) 26 Jianbin Qiu, Gang Feng and Jie Yang where I denotes the set of region indexes.
A. Tani, H. Kawamura and S. Ryu, Intelligent Fuzzy Optimal Control of Building Structures, Engineering Structures, Vol. 20, pp. 184-192, 1998. 43. P. D. Lee, Fuzzy Sliding Mode Control for a Building Structure based on Genetic Algorithms, Earthquake Engineering & Structural Dynamics, Vol. 31, pp. 881-895, 2002. 44. O. Wang, K. Tanaka and M. Griffin, An Analytical Framework of Fuzzy Modeling and Control of Nonlinear Systems: Stability and Design Issues, Proceedings of the American Control Conference, Seattle, Washington, pp.