A New Accurate Analytical Expression for Rise Time Intended for Mechatronics Systems Performance Evaluation and Validation

Size: px
Start display at page:

Download "A New Accurate Analytical Expression for Rise Time Intended for Mechatronics Systems Performance Evaluation and Validation"

Transcription

1 Iteratioal Joural of Automatio, Cotrol ad Itelliget Systems Vol., No., 05, pp A New Accurate Aalytical Expressio for Rise Time Iteded for Mechatroics Systems Performace Evaluatio ad Validatio Ayma A. Aly,, *, Farha A. Salem, 3 Mechatroics Egieerig Program, College of Egieerig, Taif Uiversity, Taif, Saudi Arabia Mechatroics Egieerig Sectio, Dept. of Mechaical Egieerig, Assuit Uiversity, Assiut, Egypt 3 Alpha ceter for Egieerig Studies ad Techology Researches, Amma, Jorda Abstract Most Mechatroics systems are desiged with syergy ad itegratio to operate with exceptioal high levels of accuracy ad speed despite adverse effects of system oliearities, ucertaities ad disturbaces. Both rise time ad peak time are used as a measure of swiftess of respose, meawhile, the closeess of the respose to the desired respose, is measured by the overshoot ad settlig time. Most used formulae ad expressios for determiig such performace specificatios i texts lack accuracy, sice it is more difficult to determie the exact aalytical expressios of most used specificatios. This paper proposes derivatio of more accurate aalytical expressios for rise time that ca be applied to reflect the actual Mechatroics system rise time ad used i accurate performace evaluatio ad verificatio. Keywords Mechatroics Systems, Performace, Rise Time, Aalytical Expressio Received: Jue 8, 05 / Accepted: Jue 7, 05 / Published olie: July 3, 05 The Authors. Published by America Istitute of Sciece. This Ope Access article is uder the CC BY-NC licese. Itroductio Most used formulae ad expressios for performace specificatios i texts e. g. [-8] lack accuracy. The determied performace specificatios usig these expressios, rarely accurate compared with actual results ad measuremets sice it is more difficult to determie the exact aalytical expressios of most used specificatios ad most itroduced expressios are rough approximatio of actual values. Mechatroics systems are supposed to operate with high accuracy ad speed despite adverse effects of system oliearities ad ucertaities, therefore, accuracy i Mechatroics systems performace is of cocer, ad the eed for precise aalytical expressios for mechatroics systems performace specificatios calculatio, is highly desired. This paper exteds writer's previous work [9], ad proposes derivatio of accurate aalytical expressio for a importat performace measure 'rise time' iteded for research purposes i accurate verificatio/validatio of Mechatroics systems performace evaluatio as well as for the applicatio i educatioal process.. Case Classificatio The step respose is the measured reactio of the cotrol system to a step chage i the iput, step respose has uiversal acceptace ad popularity, because of simplicity of its form facilitates mathematical aalysis, modelig, ad experimetal verificatios, as well as it is easy to geerate ad has several measuremet techiques for recordig the time domai respose. A typical step respose ad its associated performace specificatios of secod order systems are show i Figure. The most used performace specificatios are; Time costat T, Rise time T R, Settlig * Correspodig author address: draymaelaggar@yahoo.com (A. A. Aly)

2 5 Ayma A. Aly ad Farha A. Salem: A New Accurate Aalytical Expressio for Rise Time Iteded for Mechatroics Systems Performace Evaluatio ad Validatio time T s, Peak time, T P, Maximum overshoot M P, Maximum udershoot M u, Percet overshoot OS%, Delay time T d, The decay ratio D R, Dampig period T O ad frequecy of ay oscillatios i the respose, thee swiftess of the respose ad the steady state error e ss. Figure. Secod-order uderdamped respose specificatios [9]... Rise Time T R I cotrol theory applicatios, rise time is defied as "the time required for the respose to rise from x% to y% of its fial value", with 0%-00% rise time commo for uderdamped secod order systems, 5%-95% for critically damped ad 0%-90% for overdamped [0]. The trasiet respose of the system may be describedd i terms of two factors; a) The swiftess of respose, as represeted by the rise time ad the peak time. b) The closeess of the respose to the desired respose, as represeted by the overshoot ad settlig time. Therefore, the rise time yields iformatio about the speed of the trasiet respose. This iformatio ca help a desiger determie if the speed ad the ature of the respose do or do ot degrade the performace of the system []. It is, for example determies speed of rise of flow or pressure (e.g. volume or pressure cotrol modes).. Rise Time for First Order Systems First order systems without zeros ad systems that ca be approximated as first order systems are described by first order differetial equatio ad trasfer fuctio, derived as give by Eq. (). As show i Figure, the respose is characterized by time costat T, rise time T R, settlig time T s ad steady state error e ss, where the oly parameter required to characterize respose is time costat T, ad whe first order system is subjected to a uity step iput, R(s) = /s, as by Eq. () the respose for these systems is either atural decay or growth geerated by the system pole: d a x( t) + b x( t) = u( t) dt a sx( s) + b X( s ) = U( s) a X( s) s + b = U ( s ) b X( s) [ Ts + ] = U( s) b X( s) / b KDC G(s) = = = U( t) Tss + Ts + C( s) = R( s)* G( s) = sts + Takig the iverse trasform, the (solutio) step respose is give by Eq. (3). Rise time is foud by solvig Eq. (3) for the differece i time, e.g. rise time for 0% to 90% criterio is foud by solvig Eq. (3) for the differece i time at c(t) = 0.9 ad c(t) = 0., as give by Eq.(4) T T R R = ( e K DC c( s) = e αt (3) ) ( e ) αα t90 αt = = a a a () () (4)

3 Iteratioal Joural of Automatio, Cotrol ad Itelliget Systems Vol., No., 05, pp The rise time ca be measured i terms of the time costat, ad give by Eq. (5): t90 t0 T T T = ( e ) ( e ) =.306T 0.054T =.97T (5) R Figure (a). First order system respose to step, ad performace specificatios. 5 Step Respose 0 5 Amplitude 0 5 Time costat,t Rise time, Tr Settlig time, Ts 5T Time (sec) Figure (b). Performace specificatios of first order PMDC motor step respose.

4 54 Ayma A. Aly ad Farha A. Salem: A New Accurate Aalytical Expressio for Rise Time Iteded for Mechatroics Systems Performace Evaluatio ad Validatio.3. Rise Time for Secod Order System For secod order systems, ad systems that ca be approximated as secod order systems, whe subjected to step iput, R(s) = A/s, the respose depeds o pole locatio o complex pla give by Eq. (6), that i turs, depeds o dampig ratio ζ, ad udamped atural frequecy, where dampig ratio determies how much the system oscillates as the respose decays toward steady state ad udamped atural frequecy, determies how fast the system oscillates durig ay trasiet respose, based o this, there are four cases of stable respose to cosider; udamped, uderdamped, critically damped ad overdamped respose. P = ± j (6) For uderdamped case; 0<ζ< ad two complex cojugate poles give by Eq.(6), allow us to rewrite geeral form of secod order system to have the form give by Eq.(7). To obtai iverse Laplace trasform we eed to expad by partial fractios ad solve, this all gives: C( s) = = R( s) s s ( s j )( s j ) C( s) = R( s) s ( s ) + s + s + s + = + = + s + s + ( ) s s + s + d s s + s + = + = + s + s + ( ) s s + s + d s s + = s ( s + ) + ( + ) + d d d s d s + = s ( s + ) + ( + ) + d d s d Takig iverse Laplace trasform, gives: ct ( ) = e t (cosdt + si dt) This ca be rewritte to have the followig forms: c( t) = e t cos( dt φ) c t e t ( ) t = si( d + cos ) (7) (8) (9) (0) Eq.(8),(9)ad(0) show that the damped atural frequecy d, give by = ζ,is the frequecy at which the system d will oscillate if the dampig is decreased to zero. Eq.(8) shows that performace of secod order system depeds o dampig ratio ζ ad udamped atural frequecy. Plots of the step respose as fuctios of the ormalized time t for various dampig ratio values of 0 ζ.5 are illustrated i Figure 3 (a), the curves show that he respose becomes more oscillatory as ζ decreases i value, up to ζ=, whe ζ, the step respose does ot exhibit ay overshoot or oscillatory behavior, also whe ζ betwee 0.5 ad 0.8 the system reaches fial value more rapidly. Plots of the step respose for various are illustrated i Figure 3 (b), the resposes show that has a direct effect o the rise time, delay time, ad settlig time but does ot affect the overshoot [9]. It is difficult to determie precise aalytical expressios for rise time T R [] for secod order systems. Differet approximate formulae for the rise time appear i differet texts[-8]. Oe reaso for that is because of differet defiitios of the rise time [7], as well as the required accuracy. A alterative measure to represet the rise time is as the reciprocal of the slope of the step respose at the istat that the respose is equal to 50% of its fial value [3][9], that is at delay time T D. The exact values of rise time for give rage of dampig ratio, ca be determied directly from the resposes of Figure, or rise time is foud by solvig Eq. (8) for the differece i time e.g. rise time for 0% to 90% is foud by solvig Eq. (8) for the differece i time at c(t) = 0.9 ad c(t) = 0.. For uderdamped case; 0% to 00% of its fial value, the rise time ca be obtaied by equatig Eq.(8) with uity ad solve for time t, that is rise time, this show i equatios below. Also MATLAB code ca be writte to retur actual values of rise time, ad plot it agai give rage of zetas, a example code, is writte ad applied i this paper. R c( t) = e T (cosd + si d) = Sice e 0, we have: cosd + si d = 0 ta d = ta T d R d = = ta d π φ π ta ( / ) = = 0 < < d () Where, referrig to Figure 4 (a), ϕ is defied by the followig Eqs.: φ = cos ( ) φ = si ( ) φ = ta ( )

5 Iteratioal Joural of Automatio, Cotrol ad Itelliget Systems Vol., No., 05, pp I the limit as 0, this equatio ca be approximated as: π π / π = = I the limit as, this equatio ca be approximated as: π 0 π = = () These equatios imply that rise time icreases as dampig approaches uity. A approximatio techiques ca be used to estimate approximate values; by plottig ormalized time T R versus rage of 0 ζ.5, ad the approximate the curve by a straight lie or over the rage of 0 < ζ <. We first desigate T R as the ormalized time variable ad select a value for ζ. Usig the computer, we solve for the values of T R that yield c(t) = 0.9 ad c(t) = 0.. Subtractig the two values of T R yields the ormalized rise time, T R, for that value of ζ [4], cotiuig i like fashio with other values of ζ, ad we obtai the results plotted i Figure 4(b). for =, this plot shows that icrease i dampig ratio leads to icrease i the rise time that is ot desirable..8 Closed-Loop Step for various zeta Amplitude zeta=0. zeta=0. zeta=0.3 zeta=0.4 zeta=0.5 zeta=0.6 zeta=0.7 zeta=0.8 zeta=0.9 zeta= zeta=. zeta=. zeta=.3 zeta=.4 zeta= ormalized time,omega *t (sec) Figure 3 (a). Plots of the step respose for various 0 ζ.5 with =0..6 Closed-Loop Step for various Omega.4. Amplitude Time (sec) omega = omega = omega =3 omega =4 omega =5 omega =6 omega =7 Figure 3 (b). Plots of the step respose for various with ζ =0..

6 56 Ayma A. Aly ad Farha A. Salem: A New Accurate Aalytical Expressio for Rise Time Iteded for Mechatroics Systems Performace Evaluatio ad Validatio 3. Derivig Aalytical Expressios for Rise Time T R 3.. Expressios for Rise Time T R of 0% to 00% Criterio Applyig curve fittig to curve show i Figure 4(b), to derive a approximate third order approximatio give by Eq.(3): < < 0.9 (3) Quadratic approximatio ca result i expressios give by Eq.(4) < < < < (4) Referrig to [3] the rise time T R, for secod order uderdamped system, ca be approximated as a straight lie give by give by Eq.(5): < < (5) Referrig to [4] the liear approximatio of rise time is give by Eq.(6): T R = (6) Referrig to [5] rise time is give by give by Eq.(7):. = (7) Referrig to [6] rise time is give by give by Eq.(8): = 4.7. = >. <. (8) All these equatios shows that rise time is proportioal to ζ ad iversely proportioal. based these equatios, it ca be stated that, the maximum overshoot ad the rise time coflict with each other, as overshoot icreases, the rise time decreases, this meas that we ca ote make both the maximum overshot ad the rise time smaller simultaeously, if oe is made smaller the other will become larger. Most of these derived expressio are rough approximatios ad mostly has huge deviatio at actual values, this is show i Figure 4(c) that shows the plots of differet approximatio for rise time agaist dampig ratio (PO). Aalyzig actual curve rise time agaist dampig ratio, show i Figure 4(b), show that the curve ca be fit as ramp i some regios ad of secod order i others. applyig curve fittig ad trial ad error approaches, a better ad more accurate expressios, ca be suggested for 0 ζ < 0.4, for 0.4 ζ <., ad for ζ >., suggested aalytical expressios are give by Eq.(9): = 0 < < = 0.4 < = >. (9) Plottig actual rise time ad a rise time obtaied usig suggested expressios, both versus ormalizes time, are show i Figure 4(d), aalysis of both plots show that the suggested expressios match the actual values with maximum upper error of 0.06 secods for 0.34 < ζ < 0.4, ad maximum upper error of 0.06 secods for 0.6 < ζ < 0.7. this ca lead us to coclude, that the suggested expressios ca be used to aalytically calculate rise time with error of ± 0.0 secods. 3.. Expressios for Rise Time T r of 0% to 00% Criterio Applyig the same procedure, expressios give by Eq.(0) are proposed. Plottig actual rise time ad a rise time obtaied usig proposed expressios, both versus ormalizes time, are show i Figure 5, = 0 < < = 0.4 < = 0.85 < = >. (0) 4. Testig Proposed Expressios Agaist MATLAB To test the proposed expressios, agaist actual values, a MATLAB code is writte to calculate rise time for a give I or II order systems. Rise time is to be calculated, applyig each of the followig: MATLAB cotrol toolbox, proposed expressios, rise time as the reciprocal of the step respose slope at delay time T D, Rise time for the differece i time for 0% to 90% by solvig Eq. (8)

7 Iteratioal Joural of Automatio, Cotrol ad Itelliget Systems Vol., No., 05, pp Comparig aalytical expressios for accuracy Actual Tr Suggested expressio 4.5 Normalised Tr*W Zeta Figure 4 (d). Rise time plot of actual ad usig suggested expressios. Figure 4 (a). Defiitio of agle ϕ. Comparig aalytical expressios for accuracy Comparig aalytical expressios for accuracy Actual Tr:, 0% to 90% criterio Calculated Tr Normalised time, Tr*W Zeta Figure 4 (b). Normalized rise time versus ζ, for secod-order system. Comparig aalytical expressios for accuracy 8 Actual Tr 7 6 Normalised Tr*W Normalised Tr*W Zeta Figure 5. Rise time, 0%-90%; comparig actual ormalized rise time agaist obtaied usig derived expressios. Testig for I or II order systems give by Eq.(-3), will result i rise time values actual ad calculated give i tables -3. Aalysis of plots of both actual rise time ad calculated usig suggested expressios, both versus ormalizes time show i Figures 4,5, as well as,calculated data i tables-3, show that the suggested expressios match the actual values with very small deviatio from actual value, this ca lead us to coclude, that the suggested may be used to reflect the actual value ad ca be applied i accurate calculatio, evaluatio ad verificatio of rise time with error of ± 0.0 secods G(s) = s s () Zeta Figure 4 (c). Plots of differet approximatio for rise time. G(s) = s 4 +.4s + 4 ()

8 58 Ayma A. Aly ad Farha A. Salem: A New Accurate Aalytical Expressio for Rise Time Iteded for Mechatroics Systems Performace Evaluatio ad Validatio G(s) = (3) s + Table. Testig for II order system give by Eq.(). Proposed ( ) Proposed (0.0-) MATLAB. Step properties : ( ) MATLAB (step properties:0-) at TD slope Calculated T R Actual T R Deviatio Table. Testig for II order system give by Eq.(). Proposed ( ) Proposed (0.0- ) MATLAB Step properties : ( ) MATLAB (step properties:0-) at TD slope Calculated T R Actual T R Deviatio Table 3. Testig for I order system give by Eq.(3). Proposed ( ) =.97*T MATLAB (step properties) Rise time at TD T R Coclusios More precise aalytical expressios for accurate calculatio of ''rise time'' with miimum deviatio from actual values are derived ad tested. The suggested expressios ca be applied to aalytically calculate rise time with deviatio to ± 0.0 secods at actual value. Suggested expressios are iteded to be used i systems dyamics performace aalysis, cotroller desig verificatio, ad related scieces, as well as for the applicatio i educatioal process. The Applied MATLAB Code clc, clear all, close all, um=iput(' Eter Numerator: '); de=iput(' Eter Deomiator: '); sys=tf(um, de); q=legth(de); if q== root=roots(de); poles=abs(root); if ((poles < 0) (real(poles)<0)) uu=' The system is stable'; else uu=' The system is ustable'; ed Time_costat = -/( poles); % rise time calculatios, Tr Calculatios rise_time 9=.97/poles; rise_time_0_=4.6/poles; Ess= /(+ dcgai(sys)); home, pritsys(um,de,'s') disp( ' '), sys; step(sys) disp('============================'); disp( ' Stability aalysis: ') disp(' '); fpritf( ' The system pole is: P = %.f, %s \',poles,uu) disp(' '); disp('==========================='); disp(' Rise time,tr Calculatios :') disp(' '); fpritf( 'Calculated Rise time,( criterio), Tr = %.5f Secods \',rise_time 9) fpritf( 'Calculated Rise time,( criterio), Tr = %.5f Secods \',rise_time_0_) disp('==========================='); disp( ' ') elseif q==3 disp( ' ') % disp(' Please wait: it takes 3-5 secods ') zeta=de()/(*sqrt(de(3)*de())); omega_=sqrt(de(3)/de()); omega_d=omega_*sqrt(-zeta^); system_poles=roots(de); if system_poles < 0 uu= ' The system is stable'; else uu= ' The system is ustable'; ed Time_costat=/(zeta*omega_) zeta=[0:0.0:.5]';

9 Iteratioal Joural of Automatio, Cotrol ad Itelliget Systems Vol., No., 05, pp sys={}; for i=:legth(zeta) sys{i}=tf(omega_*omega_, [, *zeta(i)*omega_, omega_*omega_]); % omega_= sys=tf(omega_*omega_, [, *zeta*omega_, omega_*omega_]); ed [y,t]=step([sys{:}]); % Calculatig Rise time,tr ; 0%:90% A=logical( y(:,:)>=0.); A9=logical( y(:,:)>=0.9); time_=[]; time_9=[]; Rise_time 9=[]; for i=:legth(zeta) tmp= t(a(:,i)); tmp9= t(a9(:,i)); time_(i)=tmp(i); time_9(i)=tmp9(i); ed Rise_time 9=time_9-time_; aswer3=[ zeta, Rise_time 9']; % format bak % P=zeta a3=fid(aswer3(:,)==zeta); actual_tr 9=aswer3(a3,); if ((0< zeta) && (0.4 > zeta)) Tr_calcul 9=(.5-0.*zeta+.55.*zeta^)/omega_ ; elseif 0.4 <= zeta && (zeta < 0.85) Tr_calcul 9=( *zeta+.58.*zeta^)/omega_ ; elseif 0.85 <= zeta && (zeta <=.) Tr_calcul 9=( *zeta+.58.*zeta^)/omega_ ; else Tr_calcul 9=(4.69*zeta-.9)/omega_; ed % Calculatig Rise time,tr ; 0%:00% A0=logical( y(:,:)>=0); A=logical( y(:,:)>=0.999); time_0=[]; time_=[]; Rise_time_0_=[]; for i=:legth(zeta) tmp0= t(a0(:,i)); tmp= t(a(:,i)); time_0(i)=tmp0(i); time_(i)=tmp(i); ed Rise_time_0_=time_-time_0; aswer4=[ zeta, Rise_time_0_']; a4=fid(aswer4(:,)== zeta); actual_tr_0_=aswer4(a4,); if ((0< zeta) && (0.4 > zeta)) Tr_calcul_0_ = (. -0.*zeta+3.*zeta^)/omega_ ; elseif 0.4 <= zeta && (zeta <.) Tr_calcul_0_=(.6-0.5*zeta+.58.*zeta^)/omega_ ; else Tr_calcul_0_=(4.67*zeta-.)/omega_; ed Tr_calcul_0_; y=step(sys,t); DC_gai=y(legth(t)); home, pritsys(um,de,'s') disp( ''), sys; step(sys) disp( '') disp(' Time costat,t Calculatios :') disp('====================='); disp( ' Stability aalysis: ') disp( [system_poles(,);system_poles(,)]) fpritf( ' %s \',uu), disp(' '); fpritf( ' The dampig ratio,zeta = %.5f Secods \',zeta) fpritf( ' The UNdamped atural frequecy, Omega_= = %.5f rad/s \',omega_ ) fpritf( ' The Damped atural frequecy, Omega_d= = %.5f rad/s \',omega_d ) disp(' '); fpritf( ' Time costat,t = %.5f Secods \',Time_costat) disp(' Rise time,tr Calculatios :') disp('====================='); fpritf( 'Actual Rise time,( criterio), Tr = %.5f Secods \',actual_tr 9) fpritf( 'Calculated Rise time,( criterio), Tr = %.5f Secods \',Tr_calcul 9) disp(' '); fpritf( 'Actual Rise time,( criterio), Tr = %.5f Secods \',actual_tr_0_) fpritf( 'Calculated Rise time,( criterio), Tr = %.5f Secods \',Tr_calcul_0_) disp('====================='); ed Refereces [] Ashish Tewari, Moder Cotrol Desig with MATLAB ad SIMULINK, Joh Wiley ad sos, February 00. [] LTD, 00 Eglad Katsuhiko Ogata, moder cotrol egieerig, third editio, Pretice hall, 997. [3] Farid Golaraghi Bejami C. Kuo, Automatic Cotrol Systems, Joh Wiley ad sos INC, 00. [4] Norma S. Nise cotrol system egieerig, Sixth Editio Joh Wiley & Sos, Ic, 0.

10 60 Ayma A. Aly ad Farha A. Salem: A New Accurate Aalytical Expressio for Rise Time Iteded for Mechatroics Systems Performace Evaluatio ad Validatio [5] Gee F. Frakli, J. David Powell, ad Abbas Emami-Naeii, Feedback Cotrol of Dyamic Systems, 4th ed., Pretice Hall, 00. [6] html. [7] Bill Goodwie, Egieerig Differetial Equatios Theory ad Applicatios, Spriger 0. [8] Dale E. Seborg, Thomas F. Edgar, Duca A. Mellichamp,Process dyamics ad cotrol, secod editio, Wiley 004. [9] Farha A. Salem, Precise Performace Measures for Mechatroics Systems, Verified ad Supported by New MATLAB Built-i Fuctio, Iteratioal Joural of Curret Egieerig ad Techology, Vol.3, No., Jue, 03. [0] Levie, William S. (996), The cotrol hadbook, Boca Rato, FL: CRC Press, p. 548, ISBN [] Norma S. Nise, Cotrol system egieerig, 6 editio, Joh Wiley & Sos, 0.

Mechatronics. Time Response & Frequency Response 2 nd -Order Dynamic System 2-Pole, Low-Pass, Active Filter

Mechatronics. Time Response & Frequency Response 2 nd -Order Dynamic System 2-Pole, Low-Pass, Active Filter Time Respose & Frequecy Respose d -Order Dyamic System -Pole, Low-Pass, Active Filter R 4 R 7 C 5 e i R 1 C R 3 - + R 6 - + e out Assigmet: Perform a Complete Dyamic System Ivestigatio of the Two-Pole,

More information

EE Control Systems

EE Control Systems Copyright FL Lewis 7 All rights reserved Updated: Moday, November 1, 7 EE 4314 - Cotrol Systems Bode Plot Performace Specificatios The Bode Plot was developed by Hedrik Wade Bode i 1938 while he worked

More information

Course Outline. Designing Control Systems. Proportional Controller. Amme 3500 : System Dynamics and Control. Root Locus. Dr. Stefan B.

Course Outline. Designing Control Systems. Proportional Controller. Amme 3500 : System Dynamics and Control. Root Locus. Dr. Stefan B. Amme 3500 : System Dyamics ad Cotrol Root Locus Course Outlie Week Date Cotet Assigmet Notes Mar Itroductio 8 Mar Frequecy Domai Modellig 3 5 Mar Trasiet Performace ad the s-plae 4 Mar Block Diagrams Assig

More information

Dr. Seeler Department of Mechanical Engineering Fall 2009 Lafayette College ME 479: Control Systems and Mechatronics Design and Analysis

Dr. Seeler Department of Mechanical Engineering Fall 2009 Lafayette College ME 479: Control Systems and Mechatronics Design and Analysis Dr. Seeler Departmet of Mechaical Egieerig Fall 009 Lafayette College ME 479: Cotrol Systems ad Mechatroics Desig ad Aalysis Lab 0: Review of the First ad Secod Order Step Resposes The followig remarks

More information

ELEC 372 LECTURE NOTES, WEEK 4 Dr. Amir G. Aghdam Concordia University

ELEC 372 LECTURE NOTES, WEEK 4 Dr. Amir G. Aghdam Concordia University ELEC 37 LECTURE NOTES, WEE 4 Dr Amir G Aghdam Cocordia Uiverity Part of thee ote are adapted from the material i the followig referece: Moder Cotrol Sytem by Richard C Dorf ad Robert H Bihop, Pretice Hall

More information

Answer: 1(A); 2(C); 3(A); 4(D); 5(B); 6(A); 7(C); 8(C); 9(A); 10(A); 11(A); 12(C); 13(C)

Answer: 1(A); 2(C); 3(A); 4(D); 5(B); 6(A); 7(C); 8(C); 9(A); 10(A); 11(A); 12(C); 13(C) Aswer: (A); (C); 3(A); 4(D); 5(B); 6(A); 7(C); 8(C); 9(A); 0(A); (A); (C); 3(C). A two loop positio cotrol system is show below R(s) Y(s) + + s(s +) - - s The gai of the Tacho-geerator iflueces maily the

More information

Chapter 4 : Laplace Transform

Chapter 4 : Laplace Transform 4. Itroductio Laplace trasform is a alterative to solve the differetial equatio by the complex frequecy domai ( s = σ + jω), istead of the usual time domai. The DE ca be easily trasformed ito a algebraic

More information

Chapter 2 Feedback Control Theory Continued

Chapter 2 Feedback Control Theory Continued Chapter Feedback Cotrol Theor Cotiued. Itroductio I the previous chapter, the respose characteristic of simple first ad secod order trasfer fuctios were studied. It was show that first order trasfer fuctio,

More information

Z - Transform. It offers the techniques for digital filter design and frequency analysis of digital signals.

Z - Transform. It offers the techniques for digital filter design and frequency analysis of digital signals. Z - Trasform The -trasform is a very importat tool i describig ad aalyig digital systems. It offers the techiques for digital filter desig ad frequecy aalysis of digital sigals. Defiitio of -trasform:

More information

Stopping oscillations of a simple harmonic oscillator using an impulse force

Stopping oscillations of a simple harmonic oscillator using an impulse force It. J. Adv. Appl. Math. ad Mech. 5() (207) 6 (ISSN: 2347-2529) IJAAMM Joural homepage: www.ijaamm.com Iteratioal Joural of Advaces i Applied Mathematics ad Mechaics Stoppig oscillatios of a simple harmoic

More information

Dynamic Response of Linear Systems

Dynamic Response of Linear Systems Dyamic Respose of Liear Systems Liear System Respose Superpositio Priciple Resposes to Specific Iputs Dyamic Respose of st Order Systems Characteristic Equatio - Free Respose Stable st Order System Respose

More information

Course Outline. Problem Identification. Engineering as Design. Amme 3500 : System Dynamics and Control. System Response. Dr. Stefan B.

Course Outline. Problem Identification. Engineering as Design. Amme 3500 : System Dynamics and Control. System Response. Dr. Stefan B. Course Outlie Amme 35 : System Dyamics a Cotrol System Respose Week Date Cotet Assigmet Notes Mar Itrouctio 8 Mar Frequecy Domai Moellig 3 5 Mar Trasiet Performace a the s-plae 4 Mar Block Diagrams Assig

More information

Appendix: The Laplace Transform

Appendix: The Laplace Transform Appedix: The Laplace Trasform The Laplace trasform is a powerful method that ca be used to solve differetial equatio, ad other mathematical problems. Its stregth lies i the fact that it allows the trasformatio

More information

2.004 Dynamics and Control II Spring 2008

2.004 Dynamics and Control II Spring 2008 MIT OpeCourseWare http://ocw.mit.edu 2.004 Dyamics ad Cotrol II Sprig 2008 For iformatio about citig these materials or our Terms of Use, visit: http://ocw.mit.edu/terms. Massachusetts Istitute of Techology

More information

Comparison Study of Series Approximation. and Convergence between Chebyshev. and Legendre Series

Comparison Study of Series Approximation. and Convergence between Chebyshev. and Legendre Series Applied Mathematical Scieces, Vol. 7, 03, o. 6, 3-337 HIKARI Ltd, www.m-hikari.com http://d.doi.org/0.988/ams.03.3430 Compariso Study of Series Approimatio ad Covergece betwee Chebyshev ad Legedre Series

More information

Lab(8) controller design using root locus

Lab(8) controller design using root locus Lab(8) cotroller desig usig root locus I this lab we will lear how to desig a cotroller usig root locus but before this we eed to aswer the followig questios: What is root locus? What is the purpose of

More information

Dynamic System Response

Dynamic System Response Solutio of Liear, Costat-Coefficiet, Ordiary Differetial Equatios Classical Operator Method Laplace Trasform Method Laplace Trasform Properties 1 st -Order Dyamic System Time ad Frequecy Respose d -Order

More information

Analysis of the No-Load Characteristic of the Moving Coil Linear Compressor

Analysis of the No-Load Characteristic of the Moving Coil Linear Compressor Purdue Uiversity Purdue e-pubs Iteratioal Compressor Egieerig Coferece School of Mechaical Egieerig 008 Aalysis of the No-Load Characteristic of the Movig Coil Liear Compressor Yigbai Xie North Chia Electric

More information

FREE VIBRATION RESPONSE OF A SYSTEM WITH COULOMB DAMPING

FREE VIBRATION RESPONSE OF A SYSTEM WITH COULOMB DAMPING Mechaical Vibratios FREE VIBRATION RESPONSE OF A SYSTEM WITH COULOMB DAMPING A commo dampig mechaism occurrig i machies is caused by slidig frictio or dry frictio ad is called Coulomb dampig. Coulomb dampig

More information

Class 07 Time domain analysis Part II 2 nd order systems

Class 07 Time domain analysis Part II 2 nd order systems Class 07 Time domai aalysis Part II d order systems Time domai aalysis d order systems iput S output Secod order systems of the type α G(s) as + bs + c Time domai aalysis d order systems iput S α as +

More information

University of California at Berkeley College of Engineering Department of Electrical Engineering and Computer Sciences

University of California at Berkeley College of Engineering Department of Electrical Engineering and Computer Sciences A Uiversity of Califoria at Berkeley College of Egieerig Departmet of Electrical Egieerig ad Computer Scieces U N I V E R S T H E I T Y O F LE T TH E R E B E LI G H T C A L I F O R N 8 6 8 I A EECS : Sigals

More information

Chapter 7: The z-transform. Chih-Wei Liu

Chapter 7: The z-transform. Chih-Wei Liu Chapter 7: The -Trasform Chih-Wei Liu Outlie Itroductio The -Trasform Properties of the Regio of Covergece Properties of the -Trasform Iversio of the -Trasform The Trasfer Fuctio Causality ad Stability

More information

School of Mechanical Engineering Purdue University. ME375 Frequency Response - 1

School of Mechanical Engineering Purdue University. ME375 Frequency Response - 1 Case Study ME375 Frequecy Respose - Case Study SUPPORT POWER WIRE DROPPERS Electric trai derives power through a patograph, which cotacts the power wire, which is suspeded from a cateary. Durig high-speed

More information

CHAPTER NINE. Frequency Response Methods

CHAPTER NINE. Frequency Response Methods CHAPTER NINE 9. Itroductio It as poited earlier that i practice the performace of a feedback cotrol system is more preferably measured by its time - domai respose characteristics. This is i cotrast to

More information

CDS 101: Lecture 8.2 Tools for PID & Loop Shaping

CDS 101: Lecture 8.2 Tools for PID & Loop Shaping CDS : Lecture 8. Tools for PID & Loop Shapig Richard M. Murray 7 November 4 Goals: Show how to use loop shapig to achieve a performace specificatio Itroduce ew tools for loop shapig desig: Ziegler-Nichols,

More information

6.003 Homework #3 Solutions

6.003 Homework #3 Solutions 6.00 Homework # Solutios Problems. Complex umbers a. Evaluate the real ad imagiary parts of j j. π/ Real part = Imagiary part = 0 e Euler s formula says that j = e jπ/, so jπ/ j π/ j j = e = e. Thus the

More information

Math 312 Lecture Notes One Dimensional Maps

Math 312 Lecture Notes One Dimensional Maps Math 312 Lecture Notes Oe Dimesioal Maps Warre Weckesser Departmet of Mathematics Colgate Uiversity 21-23 February 25 A Example We begi with the simplest model of populatio growth. Suppose, for example,

More information

A NEW CLASS OF 2-STEP RATIONAL MULTISTEP METHODS

A NEW CLASS OF 2-STEP RATIONAL MULTISTEP METHODS Jural Karya Asli Loreka Ahli Matematik Vol. No. (010) page 6-9. Jural Karya Asli Loreka Ahli Matematik A NEW CLASS OF -STEP RATIONAL MULTISTEP METHODS 1 Nazeeruddi Yaacob Teh Yua Yig Norma Alias 1 Departmet

More information

ECE 422/522 Power System Operations & Planning/Power Systems Analysis II : 6 - Small Signal Stability

ECE 422/522 Power System Operations & Planning/Power Systems Analysis II : 6 - Small Signal Stability ECE 4/5 Power System Operatios & Plaig/Power Systems Aalysis II : 6 - Small Sigal Stability Sprig 014 Istructor: Kai Su 1 Refereces Kudur s Chapter 1 Saadat s Chapter 11.4 EPRI Tutorial s Chapter 8 Power

More information

Discrete-Time Systems, LTI Systems, and Discrete-Time Convolution

Discrete-Time Systems, LTI Systems, and Discrete-Time Convolution EEL5: Discrete-Time Sigals ad Systems. Itroductio I this set of otes, we begi our mathematical treatmet of discrete-time s. As show i Figure, a discrete-time operates or trasforms some iput sequece x [

More information

FIR Filter Design: Part II

FIR Filter Design: Part II EEL335: Discrete-Time Sigals ad Systems. Itroductio I this set of otes, we cosider how we might go about desigig FIR filters with arbitrary frequecy resposes, through compositio of multiple sigle-peak

More information

Frequency Response Methods

Frequency Response Methods Frequecy Respose Methods The frequecy respose Nyquist diagram polar plots Bode diagram magitude ad phase Frequecy domai specificatios Frequecy Respose Methods I precedig chapters the respose ad performace

More information

Orthogonal Gaussian Filters for Signal Processing

Orthogonal Gaussian Filters for Signal Processing Orthogoal Gaussia Filters for Sigal Processig Mark Mackezie ad Kiet Tieu Mechaical Egieerig Uiversity of Wollogog.S.W. Australia Abstract A Gaussia filter usig the Hermite orthoormal series of fuctios

More information

mx bx kx F t. dt IR I LI V t, Q LQ RQ V t,

mx bx kx F t. dt IR I LI V t, Q LQ RQ V t, Lecture 5 omplex Variables II (Applicatios i Physics) (See hapter i Boas) To see why complex variables are so useful cosider first the (liear) mechaics of a sigle particle described by Newto s equatio

More information

EXPERIMENT OF SIMPLE VIBRATION

EXPERIMENT OF SIMPLE VIBRATION EXPERIMENT OF SIMPLE VIBRATION. PURPOSE The purpose of the experimet is to show free vibratio ad damped vibratio o a system havig oe degree of freedom ad to ivestigate the relatioship betwee the basic

More information

1the 1it is said to be overdamped. When 1, the roots of

1the 1it is said to be overdamped. When 1, the roots of Homework 3 AERE573 Fall 08 Due 0/8(M) ame PROBLEM (40pts) Cosider a D order uderdamped system trasfer fuctio H( s) s ratio 0 The deomiator is the system characteristic polyomial P( s) s s (a)(5pts) Use

More information

Kinetics of Complex Reactions

Kinetics of Complex Reactions Kietics of Complex Reactios by Flick Colema Departmet of Chemistry Wellesley College Wellesley MA 28 wcolema@wellesley.edu Copyright Flick Colema 996. All rights reserved. You are welcome to use this documet

More information

2C09 Design for seismic and climate changes

2C09 Design for seismic and climate changes C9 Desig for seismic ad climate chages Lecture 3: Dyamic respose of sigle-degree-of-freedom systems II Daiel Grecea, Politehica Uiversity of Timisoara 11/3/14 Europea Erasmus Mudus Master Course Sustaiable

More information

Similarity Solutions to Unsteady Pseudoplastic. Flow Near a Moving Wall

Similarity Solutions to Unsteady Pseudoplastic. Flow Near a Moving Wall Iteratioal Mathematical Forum, Vol. 9, 04, o. 3, 465-475 HIKARI Ltd, www.m-hikari.com http://dx.doi.org/0.988/imf.04.48 Similarity Solutios to Usteady Pseudoplastic Flow Near a Movig Wall W. Robi Egieerig

More information

Chapter 10: Power Series

Chapter 10: Power Series Chapter : Power Series 57 Chapter Overview: Power Series The reaso series are part of a Calculus course is that there are fuctios which caot be itegrated. All power series, though, ca be itegrated because

More information

ECE 8527: Introduction to Machine Learning and Pattern Recognition Midterm # 1. Vaishali Amin Fall, 2015

ECE 8527: Introduction to Machine Learning and Pattern Recognition Midterm # 1. Vaishali Amin Fall, 2015 ECE 8527: Itroductio to Machie Learig ad Patter Recogitio Midterm # 1 Vaishali Ami Fall, 2015 tue39624@temple.edu Problem No. 1: Cosider a two-class discrete distributio problem: ω 1 :{[0,0], [2,0], [2,2],

More information

The standard deviation of the mean

The standard deviation of the mean Physics 6C Fall 20 The stadard deviatio of the mea These otes provide some clarificatio o the distictio betwee the stadard deviatio ad the stadard deviatio of the mea.. The sample mea ad variace Cosider

More information

2C09 Design for seismic and climate changes

2C09 Design for seismic and climate changes 2C09 Desig for seismic ad climate chages Lecture 02: Dyamic respose of sigle-degree-of-freedom systems I Daiel Grecea, Politehica Uiversity of Timisoara 10/03/2014 Europea Erasmus Mudus Master Course Sustaiable

More information

C. Complex Numbers. x 6x + 2 = 0. This equation was known to have three real roots, given by simple combinations of the expressions

C. Complex Numbers. x 6x + 2 = 0. This equation was known to have three real roots, given by simple combinations of the expressions C. Complex Numbers. Complex arithmetic. Most people thik that complex umbers arose from attempts to solve quadratic equatios, but actually it was i coectio with cubic equatios they first appeared. Everyoe

More information

ECE-S352 Introduction to Digital Signal Processing Lecture 3A Direct Solution of Difference Equations

ECE-S352 Introduction to Digital Signal Processing Lecture 3A Direct Solution of Difference Equations ECE-S352 Itroductio to Digital Sigal Processig Lecture 3A Direct Solutio of Differece Equatios Discrete Time Systems Described by Differece Equatios Uit impulse (sample) respose h() of a DT system allows

More information

732 Appendix E: Previous EEE480 Exams. Rules: One sheet permitted, calculators permitted. GWC 352,

732 Appendix E: Previous EEE480 Exams. Rules: One sheet permitted, calculators permitted. GWC 352, 732 Aedix E: Previous EEE0 Exams EEE0 Exam 2, Srig 2008 A.A. Rodriguez Rules: Oe 8. sheet ermitted, calculators ermitted. GWC 32, 9-372 Problem Aalysis of a Feedback System Cosider the feedback system

More information

Solution of Differential Equation from the Transform Technique

Solution of Differential Equation from the Transform Technique Iteratioal Joural of Computatioal Sciece ad Mathematics ISSN 0974-3189 Volume 3, Number 1 (2011), pp 121-125 Iteratioal Research Publicatio House http://wwwirphousecom Solutio of Differetial Equatio from

More information

Subject: Differential Equations & Mathematical Modeling-III

Subject: Differential Equations & Mathematical Modeling-III Power Series Solutios of Differetial Equatios about Sigular poits Subject: Differetial Equatios & Mathematical Modelig-III Lesso: Power series solutios of differetial equatios about Sigular poits Lesso

More information

Modified Decomposition Method by Adomian and. Rach for Solving Nonlinear Volterra Integro- Differential Equations

Modified Decomposition Method by Adomian and. Rach for Solving Nonlinear Volterra Integro- Differential Equations Noliear Aalysis ad Differetial Equatios, Vol. 5, 27, o. 4, 57-7 HIKARI Ltd, www.m-hikari.com https://doi.org/.2988/ade.27.62 Modified Decompositio Method by Adomia ad Rach for Solvig Noliear Volterra Itegro-

More information

On an Application of Bayesian Estimation

On an Application of Bayesian Estimation O a Applicatio of ayesia Estimatio KIYOHARU TANAKA School of Sciece ad Egieerig, Kiki Uiversity, Kowakae, Higashi-Osaka, JAPAN Email: ktaaka@ifokidaiacjp EVGENIY GRECHNIKOV Departmet of Mathematics, auma

More information

Bode Diagrams School of Mechanical Engineering ME375 Frequency Response - 29 Purdue University Example Ex:

Bode Diagrams School of Mechanical Engineering ME375 Frequency Response - 29 Purdue University Example Ex: ME375 Hadouts Bode Diagrams Recall that if m m bs m + bm s + + bs+ b Gs () as + a s + + as+ a The bm( j z)( j z) ( j zm) G( j ) a ( j p )( j p ) ( j p ) bm( s z)( s z) ( s zm) a ( s p )( s p ) ( s p )

More information

MEM 255 Introduction to Control Systems: Analyzing Dynamic Response

MEM 255 Introduction to Control Systems: Analyzing Dynamic Response MEM 55 Itroductio to Cotrol Systems: Aalyzig Dyamic Respose Harry G. Kwaty Departmet of Mechaical Egieerig & Mechaics Drexel Uiversity Outlie Time domai ad frequecy domai A secod order system Via partial

More information

CHAPTER 10 INFINITE SEQUENCES AND SERIES

CHAPTER 10 INFINITE SEQUENCES AND SERIES CHAPTER 10 INFINITE SEQUENCES AND SERIES 10.1 Sequeces 10.2 Ifiite Series 10.3 The Itegral Tests 10.4 Compariso Tests 10.5 The Ratio ad Root Tests 10.6 Alteratig Series: Absolute ad Coditioal Covergece

More information

3. Z Transform. Recall that the Fourier transform (FT) of a DT signal xn [ ] is ( ) [ ] = In order for the FT to exist in the finite magnitude sense,

3. Z Transform. Recall that the Fourier transform (FT) of a DT signal xn [ ] is ( ) [ ] = In order for the FT to exist in the finite magnitude sense, 3. Z Trasform Referece: Etire Chapter 3 of text. Recall that the Fourier trasform (FT) of a DT sigal x [ ] is ω ( ) [ ] X e = j jω k = xe I order for the FT to exist i the fiite magitude sese, S = x [

More information

( ) ( ), (S3) ( ). (S4)

( ) ( ), (S3) ( ). (S4) Ultrasesitivity i phosphorylatio-dephosphorylatio cycles with little substrate: Supportig Iformatio Bruo M.C. Martis, eter S. Swai 1. Derivatio of the equatios associated with the mai model From the differetial

More information

1988 AP Calculus BC: Section I

1988 AP Calculus BC: Section I 988 AP Calculus BC: Sectio I 9 Miutes No Calculator Notes: () I this eamiatio, l deotes the atural logarithm of (that is, logarithm to the base e). () Uless otherwise specified, the domai of a fuctio f

More information

Modified Logistic Maps for Cryptographic Application

Modified Logistic Maps for Cryptographic Application Applied Mathematics, 25, 6, 773-782 Published Olie May 25 i SciRes. http://www.scirp.org/joural/am http://dx.doi.org/.4236/am.25.6573 Modified Logistic Maps for Cryptographic Applicatio Shahram Etemadi

More information

The z-transform. 7.1 Introduction. 7.2 The z-transform Derivation of the z-transform: x[n] = z n LTI system, h[n] z = re j

The z-transform. 7.1 Introduction. 7.2 The z-transform Derivation of the z-transform: x[n] = z n LTI system, h[n] z = re j The -Trasform 7. Itroductio Geeralie the complex siusoidal represetatio offered by DTFT to a represetatio of complex expoetial sigals. Obtai more geeral characteristics for discrete-time LTI systems. 7.

More information

CUMULATIVE DAMAGE ESTIMATION USING WAVELET TRANSFORM OF STRUCTURAL RESPONSE

CUMULATIVE DAMAGE ESTIMATION USING WAVELET TRANSFORM OF STRUCTURAL RESPONSE CUMULATIVE DAMAGE ESTIMATION USING WAVELET TRANSFORM OF STRUCTURAL RESPONSE Ryutaro SEGAWA 1, Shizuo YAMAMOTO, Akira SONE 3 Ad Arata MASUDA 4 SUMMARY Durig a strog earthquake, the respose of a structure

More information

Linear Regression Demystified

Linear Regression Demystified Liear Regressio Demystified Liear regressio is a importat subject i statistics. I elemetary statistics courses, formulae related to liear regressio are ofte stated without derivatio. This ote iteds to

More information

AN OPEN-PLUS-CLOSED-LOOP APPROACH TO SYNCHRONIZATION OF CHAOTIC AND HYPERCHAOTIC MAPS

AN OPEN-PLUS-CLOSED-LOOP APPROACH TO SYNCHRONIZATION OF CHAOTIC AND HYPERCHAOTIC MAPS http://www.paper.edu.c Iteratioal Joural of Bifurcatio ad Chaos, Vol. 1, No. 5 () 119 15 c World Scietific Publishig Compay AN OPEN-PLUS-CLOSED-LOOP APPROACH TO SYNCHRONIZATION OF CHAOTIC AND HYPERCHAOTIC

More information

Frequency Response of FIR Filters

Frequency Response of FIR Filters EEL335: Discrete-Time Sigals ad Systems. Itroductio I this set of otes, we itroduce the idea of the frequecy respose of LTI systems, ad focus specifically o the frequecy respose of FIR filters.. Steady-state

More information

Voltage controlled oscillator (VCO)

Voltage controlled oscillator (VCO) Voltage cotrolled oscillator (VO) Oscillatio frequecy jl Z L(V) jl[ L(V)] [L L (V)] L L (V) T VO gai / Logf Log 4 L (V) f f 4 L(V) Logf / L(V) f 4 L (V) f (V) 3 Lf 3 VO gai / (V) j V / V Bi (V) / V Bi

More information

WHAT IS THE PROBABILITY FUNCTION FOR LARGE TSUNAMI WAVES? ABSTRACT

WHAT IS THE PROBABILITY FUNCTION FOR LARGE TSUNAMI WAVES? ABSTRACT WHAT IS THE PROBABILITY FUNCTION FOR LARGE TSUNAMI WAVES? Harold G. Loomis Hoolulu, HI ABSTRACT Most coastal locatios have few if ay records of tsuami wave heights obtaied over various time periods. Still

More information

COMM 602: Digital Signal Processing

COMM 602: Digital Signal Processing COMM 60: Digital Sigal Processig Lecture 4 -Properties of LTIS Usig Z-Trasform -Iverse Z-Trasform Properties of LTIS Usig Z-Trasform Properties of LTIS Usig Z-Trasform -ve +ve Properties of LTIS Usig Z-Trasform

More information

Provläsningsexemplar / Preview TECHNICAL REPORT INTERNATIONAL SPECIAL COMMITTEE ON RADIO INTERFERENCE

Provläsningsexemplar / Preview TECHNICAL REPORT INTERNATIONAL SPECIAL COMMITTEE ON RADIO INTERFERENCE TECHNICAL REPORT CISPR 16-4-3 2004 AMENDMENT 1 2006-10 INTERNATIONAL SPECIAL COMMITTEE ON RADIO INTERFERENCE Amedmet 1 Specificatio for radio disturbace ad immuity measurig apparatus ad methods Part 4-3:

More information

September 2012 C1 Note. C1 Notes (Edexcel) Copyright - For AS, A2 notes and IGCSE / GCSE worksheets 1

September 2012 C1 Note. C1 Notes (Edexcel) Copyright   - For AS, A2 notes and IGCSE / GCSE worksheets 1 September 0 s (Edecel) Copyright www.pgmaths.co.uk - For AS, A otes ad IGCSE / GCSE worksheets September 0 Copyright www.pgmaths.co.uk - For AS, A otes ad IGCSE / GCSE worksheets September 0 Copyright

More information

THE KALMAN FILTER RAUL ROJAS

THE KALMAN FILTER RAUL ROJAS THE KALMAN FILTER RAUL ROJAS Abstract. This paper provides a getle itroductio to the Kalma filter, a umerical method that ca be used for sesor fusio or for calculatio of trajectories. First, we cosider

More information

Application of Homotopy Perturbation Method for the Large Angle period of Nonlinear Oscillator

Application of Homotopy Perturbation Method for the Large Angle period of Nonlinear Oscillator Applicatio of Homotopy Perturbatio Method for the Large Agle period of Noliear Oscillator Olayiwola, M. O. Gbolagade A.W., Adesaya A.O. & Akipelu F.O. Departmet of Mathematical Scieces, Faculty of Sciece,

More information

6 Sample Size Calculations

6 Sample Size Calculations 6 Sample Size Calculatios Oe of the major resposibilities of a cliical trial statisticia is to aid the ivestigators i determiig the sample size required to coduct a study The most commo procedure for determiig

More information

A New Method to Order Functions by Asymptotic Growth Rates Charlie Obimbo Dept. of Computing and Information Science University of Guelph

A New Method to Order Functions by Asymptotic Growth Rates Charlie Obimbo Dept. of Computing and Information Science University of Guelph A New Method to Order Fuctios by Asymptotic Growth Rates Charlie Obimbo Dept. of Computig ad Iformatio Sciece Uiversity of Guelph ABSTRACT A ew method is described to determie the complexity classes of

More information

Double Stage Shrinkage Estimator of Two Parameters. Generalized Exponential Distribution

Double Stage Shrinkage Estimator of Two Parameters. Generalized Exponential Distribution Iteratioal Mathematical Forum, Vol., 3, o. 3, 3-53 HIKARI Ltd, www.m-hikari.com http://dx.doi.org/.9/imf.3.335 Double Stage Shrikage Estimator of Two Parameters Geeralized Expoetial Distributio Alaa M.

More information

Sample Size Determination (Two or More Samples)

Sample Size Determination (Two or More Samples) Sample Sie Determiatio (Two or More Samples) STATGRAPHICS Rev. 963 Summary... Data Iput... Aalysis Summary... 5 Power Curve... 5 Calculatios... 6 Summary This procedure determies a suitable sample sie

More information

Lecture 3. Digital Signal Processing. Chapter 3. z-transforms. Mikael Swartling Nedelko Grbic Bengt Mandersson. rev. 2016

Lecture 3. Digital Signal Processing. Chapter 3. z-transforms. Mikael Swartling Nedelko Grbic Bengt Mandersson. rev. 2016 Lecture 3 Digital Sigal Processig Chapter 3 z-trasforms Mikael Swartlig Nedelko Grbic Begt Madersso rev. 06 Departmet of Electrical ad Iformatio Techology Lud Uiversity z-trasforms We defie the z-trasform

More information

Numerical Methods in Fourier Series Applications

Numerical Methods in Fourier Series Applications Numerical Methods i Fourier Series Applicatios Recall that the basic relatios i usig the Trigoometric Fourier Series represetatio were give by f ( x) a o ( a x cos b x si ) () where the Fourier coefficiets

More information

Finally, we show how to determine the moments of an impulse response based on the example of the dispersion model.

Finally, we show how to determine the moments of an impulse response based on the example of the dispersion model. 5.3 Determiatio of Momets Fially, we show how to determie the momets of a impulse respose based o the example of the dispersio model. For the dispersio model we have that E θ (θ ) curve is give by eq (4).

More information

Measurement uncertainty of the sound absorption

Measurement uncertainty of the sound absorption Measuremet ucertaity of the soud absorptio coefficiet Aa Izewska Buildig Research Istitute, Filtrowa Str., 00-6 Warsaw, Polad a.izewska@itb.pl 6887 The stadard ISO/IEC 705:005 o the competece of testig

More information

Problem 1. Problem Engineering Dynamics Problem Set 9--Solution. Find the equation of motion for the system shown with respect to:

Problem 1. Problem Engineering Dynamics Problem Set 9--Solution. Find the equation of motion for the system shown with respect to: 2.003 Egieerig Dyamics Problem Set 9--Solutio Problem 1 Fid the equatio of motio for the system show with respect to: a) Zero sprig force positio. Draw the appropriate free body diagram. b) Static equilibrium

More information

The picture in figure 1.1 helps us to see that the area represents the distance traveled. Figure 1: Area represents distance travelled

The picture in figure 1.1 helps us to see that the area represents the distance traveled. Figure 1: Area represents distance travelled 1 Lecture : Area Area ad distace traveled Approximatig area by rectagles Summatio The area uder a parabola 1.1 Area ad distace Suppose we have the followig iformatio about the velocity of a particle, how

More information

The Sample Variance Formula: A Detailed Study of an Old Controversy

The Sample Variance Formula: A Detailed Study of an Old Controversy The Sample Variace Formula: A Detailed Study of a Old Cotroversy Ky M. Vu PhD. AuLac Techologies Ic. c 00 Email: kymvu@aulactechologies.com Abstract The two biased ad ubiased formulae for the sample variace

More information

The Phi Power Series

The Phi Power Series The Phi Power Series I did this work i about 0 years while poderig the relatioship betwee the golde mea ad the Madelbrot set. I have fially decided to make it available from my blog at http://semresearch.wordpress.com/.

More information

Math 113, Calculus II Winter 2007 Final Exam Solutions

Math 113, Calculus II Winter 2007 Final Exam Solutions Math, Calculus II Witer 7 Fial Exam Solutios (5 poits) Use the limit defiitio of the defiite itegral ad the sum formulas to compute x x + dx The check your aswer usig the Evaluatio Theorem Solutio: I this

More information

Algorithm Analysis. Chapter 3

Algorithm Analysis. Chapter 3 Data Structures Dr Ahmed Rafat Abas Computer Sciece Dept, Faculty of Computer ad Iformatio, Zagazig Uiversity arabas@zu.edu.eg http://www.arsaliem.faculty.zu.edu.eg/ Algorithm Aalysis Chapter 3 3. Itroductio

More information

Generalizing the DTFT. The z Transform. Complex Exponential Excitation. The Transfer Function. Systems Described by Difference Equations

Generalizing the DTFT. The z Transform. Complex Exponential Excitation. The Transfer Function. Systems Described by Difference Equations Geeraliig the DTFT The Trasform M. J. Roberts - All Rights Reserved. Edited by Dr. Robert Akl 1 The forward DTFT is defied by X e jω = x e jω i which = Ω is discrete-time radia frequecy, a real variable.

More information

EE 205 Dr. A. Zidouri. Electric Circuits II. Frequency Selective Circuits (Filters) Bode Plots: Complex Poles and Zeros.

EE 205 Dr. A. Zidouri. Electric Circuits II. Frequency Selective Circuits (Filters) Bode Plots: Complex Poles and Zeros. EE 5 Dr. A. Zidouri Electric Circuits II Frequecy Selective Circuits (Filters) Bode Plots: Complex Poles ad Zeros Lecture #4 - - EE 5 Dr. A. Zidouri The material to be covered i this lecture is as follows:

More information

Principle Of Superposition

Principle Of Superposition ecture 5: PREIMINRY CONCEP O RUCUR NYI Priciple Of uperpositio Mathematically, the priciple of superpositio is stated as ( a ) G( a ) G( ) G a a or for a liear structural system, the respose at a give

More information

5. DIFFERENTIAL EQUATIONS

5. DIFFERENTIAL EQUATIONS 5-5. DIFFERENTIAL EQUATIONS The most commo mathematical structure emploed i mathematical models of chemical egieerig professio ivolve differetial equatios. These equatios describe the rate of chage of

More information

FIR Filter Design: Part I

FIR Filter Design: Part I EEL3: Discrete-Time Sigals ad Systems FIR Filter Desig: Part I. Itroductio FIR Filter Desig: Part I I this set o otes, we cotiue our exploratio o the requecy respose o FIR ilters. First, we cosider some

More information

PROPOSING INPUT-DEPENDENT MODE CONTRIBUTION FACTORS FOR SIMPLIFIED SEISMIC RESPONSE ANALYSIS OF BUILDING SYSTEMS

PROPOSING INPUT-DEPENDENT MODE CONTRIBUTION FACTORS FOR SIMPLIFIED SEISMIC RESPONSE ANALYSIS OF BUILDING SYSTEMS he 4 th World Coferece o Earthquake Egieerig October -7, 008, Beiig, Chia PROPOSING INPU-DEPENDEN ODE CONRIBUION FACORS FOR SIPLIFIED SEISIC RESPONSE ANALYSIS OF BUILDING SYSES ahmood Hosseii ad Laya Abbasi

More information

[ ] sin ( ) ( ) = 2 2 ( ) ( ) ( ) ˆ Mechanical Spectroscopy II

[ ] sin ( ) ( ) = 2 2 ( ) ( ) ( ) ˆ Mechanical Spectroscopy II Solid State Pheomea Vol. 89 (003) pp 343-348 (003) Tras Tech Publicatios, Switzerlad doi:0.408/www.scietific.et/ssp.89.343 A New Impulse Mechaical Spectrometer to Study the Dyamic Mechaical Properties

More information

The axial dispersion model for tubular reactors at steady state can be described by the following equations: dc dz R n cn = 0 (1) (2) 1 d 2 c.

The axial dispersion model for tubular reactors at steady state can be described by the following equations: dc dz R n cn = 0 (1) (2) 1 d 2 c. 5.4 Applicatio of Perturbatio Methods to the Dispersio Model for Tubular Reactors The axial dispersio model for tubular reactors at steady state ca be described by the followig equatios: d c Pe dz z =

More information

Keywords: Integration, Mathematical Algorithm, Powers of Cosine, Reduction Formula, Trigonometric Identities

Keywords: Integration, Mathematical Algorithm, Powers of Cosine, Reduction Formula, Trigonometric Identities SIMPLIFIED METHOD OF EVALUATING INTEGRALS OF POWERS OF COSINE USING REDUCTION FORMULA AS MATHEMATICAL ALGORITHM Lito E. Suello Malaya Colleges Lagua, Pulo-Diezmo Road, Cabuyao City, Lagua, Philippies Correspodig

More information

FACULTY OF MATHEMATICAL STUDIES MATHEMATICS FOR PART I ENGINEERING. Lectures

FACULTY OF MATHEMATICAL STUDIES MATHEMATICS FOR PART I ENGINEERING. Lectures FACULTY OF MATHEMATICAL STUDIES MATHEMATICS FOR PART I ENGINEERING Lectures MODULE 5 STATISTICS II. Mea ad stadard error of sample data. Biomial distributio. Normal distributio 4. Samplig 5. Cofidece itervals

More information

1. Linearization of a nonlinear system given in the form of a system of ordinary differential equations

1. Linearization of a nonlinear system given in the form of a system of ordinary differential equations . Liearizatio of a oliear system give i the form of a system of ordiary differetial equatios We ow show how to determie a liear model which approximates the behavior of a time-ivariat oliear system i a

More information

A statistical method to determine sample size to estimate characteristic value of soil parameters

A statistical method to determine sample size to estimate characteristic value of soil parameters A statistical method to determie sample size to estimate characteristic value of soil parameters Y. Hojo, B. Setiawa 2 ad M. Suzuki 3 Abstract Sample size is a importat factor to be cosidered i determiig

More information

Stability Analysis and Bifurcation Control of Hysteresis Current Controlled Ćuk Converter Using Filippov s Method

Stability Analysis and Bifurcation Control of Hysteresis Current Controlled Ćuk Converter Using Filippov s Method Stability Aalysis ad Bifurcatio otrol of Hysteresis urret otrolled Ću overter Usig Filippov s Method I. Daho*, D. Giaouris * (Member IE, B. Zahawi*(Member IE, V. Picer*(Member IE ad S. Baerjee** *School

More information

NUMERICAL METHODS FOR SOLVING EQUATIONS

NUMERICAL METHODS FOR SOLVING EQUATIONS Mathematics Revisio Guides Numerical Methods for Solvig Equatios Page 1 of 11 M.K. HOME TUITION Mathematics Revisio Guides Level: GCSE Higher Tier NUMERICAL METHODS FOR SOLVING EQUATIONS Versio:. Date:

More information

Automatic Control Systems

Automatic Control Systems Automatic Cotrol Sytem Lecture-5 Time Domai Aalyi of Orer Sytem Emam Fathy Departmet of Electrical a Cotrol Egieerig email: emfmz@yahoo.com Itrouctio Compare to the implicity of a firt-orer ytem, a eco-orer

More information

Frequentist Inference

Frequentist Inference Frequetist Iferece The topics of the ext three sectios are useful applicatios of the Cetral Limit Theorem. Without kowig aythig about the uderlyig distributio of a sequece of radom variables {X i }, for

More information