... Heteroscedastic Discriminant Analysis (HDA) [64] New Trends and Developments in Biometrics16 26 New Trends and Developments in Biometrics [71] Wei Cai, Qiang Li, and Xin Guan. Automatic singer identification ... approximation using a set of Γ two-class problems has been New Trends and Developments in Biometrics6 2 New Trends and Developments in Biom...
Ngày tải lên: 05/03/2014, 22:20
... submandibular and sublingual and left submandibular and sublingual glands. As a result, the most effective stimulation for salivation of the parotid and submandibular glands was 89 Hz-S (Fig. 2A-a, ... stimulation: A new, non-invasive method for examining intradiscal pain. Eur Spine J 3; 23 3 23 5. Desmedt JE, Codaux E. (1975) Vibration induced discharge patterns of single motor...
Ngày tải lên: 19/06/2014, 19:20
Vibration Analysis and Control New Trends and Developments Part 1 pot
... the TVA at its point of attachment to the structure is: () () () () () () {} () {} 2 2 1 22 22 2 2 1 22 2 22 3,5, 1 11 1 11 A AA b AA BB BA AB k K B B k k Y r F m ω ω ω βω σσωβω βω σσωβω ωω φ ωσσω ... B ( ) tf B A A ( ) 2tf () 2tf L 2 x2 L 2 x2 (a) Moveable masses (b) Moveable supports (‘V’-t y pe) Vibration Analysis and Control – New Trends and Developments...
Ngày tải lên: 19/06/2014, 19:20
Vibration Analysis and Control New Trends and Developments Part 2 potx
... + k 2 m 1 m 2 u (16) Taking two additional time derivatives of (16) results in y (6 ) = − k 1 k 2 m 1 m 2 ¨ y − k 1 + k 2 m 1 + k 2 m 2 y (4 ) + k 2 m 1 m 2 ¨ u − k 2 m 1 m 2 − ω 2 m 1 ω 2 F 0 sin ... ω 2 and adding it to (17) leads to y ( 6 ) + d 1 y ( 4 ) + d 2 ¨ y + d 3 y = d 4 ¨ u + ω 2 u (18) where d 1 = k 1 +k 2 m 1 + k 2 m 2 + ω 2...
Ngày tải lên: 19/06/2014, 19:20
Vibration Analysis and Control New Trends and Developments Part 3 potx
... determined by 0. 02 2 y s s y K m m a K × = (20 ) Combining the Equation (2) and (15), the equation of motion for torsionally coupled system can be written as 22 2 2 2 22 2 22 2 2 2 22 2 0 100 01 ... frequency ratio / T θ γ ωω = , the value of 2 u θ σ can be calculated by 2 0 3 44 23 2 22 22 111 24 23 2 2 11 1 2 2(1) 2 (1) 2( 1) (2 ) 2 2(1 ) 2( 1...
Ngày tải lên: 19/06/2014, 19:20
Vibration Analysis and Control New Trends and Developments Part 4 pdf
... 0.1 32 0. 12 4.10 2 0.19 0.17 6.57 0.19 0.16 16.00 0 .25 0 .24 1 .25 3 0 .23 0 .21 6.66 0 .28 0 .22 24 .60 0.39 0.38 2. 82 4 0 .24 0 .21 11.48 0.38 0 .28 25 .86 0.51 0.50 1.45 5 0 .29 0 .22 23 .54 0.48 0.36 24 .89 ... 12. 77 9.58 24 .97 10.36 8.90 14.08 23 .21 20 .60 11 .25 6 14.79 11.09 24 .97 11.98 10 .27 14 .25 26 .55 23 .56 11 .26 7 16.88 12. 66 24 .96 14.10 12. 13 1...
Ngày tải lên: 19/06/2014, 19:20
Vibration Analysis and Control New Trends and Developments Part 5 pot
... considering reaching phase. Fig. 12 illustrates two moving patterns of the sliding surface: rotating and shifting. The sliding surface for moving sliding mode controller can be determined as ... and Control – New Trends and Developments 1 12 110 0 2 4 6 8 10 12 14 16 0.5 PSD of SM Acc. ((m/s) 2 /Hz) Frequency (Hz) Uncontrolled Skyhook LQG Hinf 50 110 0 2 4 6...
Ngày tải lên: 19/06/2014, 19:20
Vibration Analysis and Control New Trends and Developments Part 6 potx
... Analysis and Control – New Trends and Developments 124 Deriving (13) and substituting (10)-(11) in the result yields: 2 11 22 12 11 2 2 122 22 11 22 2 2 2 1 2 1 2 2 ()(1)() mr e q umr Veeeeeeheefegfhze he ... found in the appendix. Fig. 12. Picture of the SAS system (Inteco Ltd., Poland). The equations of motion of the upper rocking lever are give...
Ngày tải lên: 19/06/2014, 19:20
Vibration Analysis and Control New Trends and Developments Part 7 docx
... 48p 2 ω 4 2 ζ 2 2 + 6p 2 ω 4 2 λ 5 = 16ω 4 2 ζ 4 2 + 48ω 4 2 ζ 2 2 + 6ω 4 2 + 32p 2 ω 3 2 ζ 3 2 + 24 p 2 ω 3 2 ζ 2 λ 6 = 32 3 2 ζ 3 2 + 24 ω 3 2 ζ 2 + 24 p 2 ω 2 2 ζ 2 2 + 4p 2 ω 2 2 λ 7 = 24 ω 2 2 ζ 2 2 + ... ω 8 2 + 8p 2 ζ 2 ω 7 2 λ 2 = 8ω 7 2 ζ 2 + 24 p 2 ω 6 2 ζ 2 2 + 4p 2 ω 6 2 λ 3 = 24 ω 6 2 ζ 2 2 +...
Ngày tải lên: 19/06/2014, 19:20
Vibration Analysis and Control New Trends and Developments Part 8 potx
... problems in structural control: Part I - Active mass driver system, Earthquake Engineering & Structural Dynamics, Vo l. 27 : 1 127 -1139. 1 72 Vibration Analysis and Control – New Trends and Developments 9 ... Fig. 8. Typical sketch showing the loading and the hysteretic curves obtained at 7% pre- strain –variable amplitudes. Vibration Analysis and Control – New...
Ngày tải lên: 19/06/2014, 19:20