Evaluation of Time Delay Margin for Added Damping of SDOF Systems in Real-Time Dynamic Hybrid Testing (RTDHT) under Seismic Excitation

Size: px
Start display at page:

Download "Evaluation of Time Delay Margin for Added Damping of SDOF Systems in Real-Time Dynamic Hybrid Testing (RTDHT) under Seismic Excitation"

Transcription

1 Evaluatio of Tie Delay Margi for Added Dapig of SDOF Systes i Real-Tie Dyai Hybrid Testig (RTDHT) uder Seisi Exitatio Saffet Ayasu & Bai Oztur Faulty of Egieerig Nigde Uiversity, Nigde, 51100, TURKEY SUMMARY: Tie delay is ow to be a iportat issue i strutural otrol systes whih ai at better dyai perforae of strutures durig a earthquae. Tie delay, whih adversely affets the stability ad perforae of the atively otrolled strutures, builds up i the syste aily due to sesors, ad atuatio ad ouiatio delays. This paper presets a pratial, siple ad exat ethod to opute the delay argi of SDOF systes i Real-Tie Dyai Hybrid Testig (RTDHT) uder seisi exitatio. Firstly, the trasedetal harateristi equatio of delayed syste is overted ito a polyoial without the trasedetality suh that its real roots oiide with the iagiary roots of the harateristi equatio exatly. A siple riterio to deterie the delay-depedey of the syste stability is developed usig the polyoial without the trasedetality. Afterwards, a expressio i ters of syste paraeters suh as ass,, dapig, ad stiffess, is derived for oputig the delay argi. Moreover, the variatio patter of delay argi with respet to these paraeters will also be ivestigated theoretially i order to idetify ey paraeters for stability. Fially, the theoretial delay argi results are verified by usig the tie doai siulatio apabilities of MATLAB progra. The outoe of this study will help us to siulate ad atiipate the seisi behavior of SDOF systes i real-tie dyai hybrid testig (RTDHT) with tie delay better durig a earthquae. Keywords: Tie delay, SDOF systes i real-tie dyai hybrid testig, Delay-depedet Stability 1. INTRODUCTION The real-tie dyai hybrid testig (RTDHT), whih was developed reetly [1-4], provides a strutural syste oposed of a experietal substruture ad a uerial substruture. Two substrutures are oupled suh that the target fores, aeleratios or displaeets are applied to the experietal substruture, ad the easured reatios are provided to the uerial substruture i retur. Aordigly, seisi respose of the etire struture a be evaluated. I this study, a liear SDOF syste, havig ass, dapig ad sprig oeffiiets of, ad, respetively, is osidered. The SDOF syste, whih is show i Figure 1.1, is oposed of a experietal substruture ad a uerial substruture. The subsripts e ad will be used i order to defie the experietal ad the uerial substrutures, respetively. Figure 1.1. Sheati represetatio of the substrutured SDOF syste odel

2 Mass, dapig ad sprig oeffiiets are defied as: e + =, e Mass, dapig ad sprig ratios are give as: e e =, =, Mass, dapig ad sprig proportio fators are give as: + =, e + = (1.1) e = (1.) e e e ρ = =, ρ = =, ρ = = (1.3) Therefore, the experietal ad uerial parts of ass, dapig ad sprig oeffiiets are: = e = (1.4a) = e = (1.4b) = e = (1.4) There is a ievitable tie delay i the trasfer syste respose deterioratig the test stability, beause of the iheret dyais of a hydrauli servo syste or a atuator.the dyai equatio of the SDOF syste osiderig tie delay is defied as [5]: x ( t) + x ( t) + x ( t) + x ( t ) + x ( t ) + x ( t ) = f ( t) (1.5) e e e where displaeet, tie delay ad exterally applied fore are show as: x, f(t) ad, respetively. It is well ow that tie delays a degrade the perforae of otrol systes ad a eve ae losed-loop syste ustable. Therefore, i the desig of a otroller, tie delays ust be tae ito aout ad ethods should be developed to estiate the axiu aout of tie delay (delay argi) that the syste a tolerate without losig its stability. Suh owledge o the delay argi ould also be helpful i the otroller desig for ases uertaity i the etwor-idued delays is uavoidable. There are several ethods i the literature to opute delay argis of tie-delayed otiuous systes. The oo startig poit of the is the deteriatio of all the iagiary roots of the harateristi equatio. The existig proedures a be lassified ito the followig five distiguishable approahes: i) Shur-Coh (Herite atrix foratio) [6-9]; ii) Eliiatio of trasedetal ters i the harateristi equatio [10]; iii) Matrix peil, Kroeer su ethod [6-9]; iv) Kroeer ultipliatio ad eleetary trasforatio [11]; v) Reasius substitutio [1-14]. These ethods dead uerial proedures of differet oplexity ad they ay result i differet preisios i oputig iagiary roots. Aog these ethods, Reasius substitutio ow also as pseudo-delay tehique has bee suessfully applied to the stability aalysis of SDOF with load-rate idepedet ad depedet restorig fores ad the ritial tie delays that ause istability of the syste have bee aalytially deteried [15]. I this paper, we ipleet the diret ethod reported i [10] to estiate the delay argi of SDOF systes i Real-Tie Dyai Hybrid Testig (RTDHT) with tie delays. The proposed ethod is

3 a aalytially elegat proedure that first overts the trasedetal harateristi equatio ito a polyoial without the trasedetality by eliiatig the expoetial ter of the harateristi equatio. This proedure does ot use ay approxiatio or trasforatio to eliiate the trasedetality of the harateristi equatio. Therefore, it is exat ad the real positive roots of the ew polyoial oiide with the iagiary roots of the harateristi equatio exatly. The resultig polyoial without the trasedetality also eables us to easily deterie the delay-depedey of the syste stability ad the sesitivities of rossig roots (root tedey) with respet to the tie delay. This is a rearable feature of the proposed ethod. The, a easy-to-use forula is derived to opute delay argis i ters of test struture paraeters suh as ass, dapig ad stiffess. It ust be also stated that the proposed ethod has bee suessfully applied ito the atively otrolled liear SDOF systes uder seisi exitatio [16], stability aalysis of tie-delayed eletri power systes ad geerator exitatio otrol syste to opute the delay argi for stability [17-18]. The delay argis are oputed for a wide rage of syste paraeters ad the theoretial delay argi results are verified by usig tie-doai siulatio apabilities of MATLAB/Siuli [19].. STABILITY ANALYSIS.1. Proble Forulatio For stability aalysis of SDOF test struture show i Fig. 1.1, the harateristi equatio is required. I the absee of a exteral exitatio fore, the harateristi equatio ould be obtaied easily by perforig Laplae trasfor of Eq. 1.5 as follows ( ) e e e ( s, ) = P( s) + Q( s) e = s + s + + s + s + e = 0 (.1) Usig Eq. 1. ad 1.3, the harateristi equatio of Eq..1 ould be writte i ters of the ass, dapig, ad sprig proportio fators as: ( ) ( ) ( s, ) = P( s) + Q( s) e = p s + p s + p + q s + q s + q e = 0 ( s, ) = (1 ρ ) s + (1 ρ ) ξω s + (1 ρ ) ω + ρ s + ρ ξω s + ρ ω e = 0 where ω refers to udaped atural frequey, ω =, while ξ refers to dapig ratio, ξ =. The oeffiiets of the polyoials of P(s) ad Q(s) are as follows: ( ω ) (.) = 1 ρ; 1 = (1 ρ ) ξω; 0 = (1 ρ ) ω p p p = ρ; 1 = ρξω; 0 = ρω q q q (.3) The ai goal of the stability studies of delayed systes is to deterie oditios o the delay for ay give set of syste paraeters that will guaratee the stability of the syste. As with the delayfree syste (i.e. = 0 ), the stability of the tie-delayed SDOF syste depeds o the loatios of the roots of syste s harateristi equatio defied by Eq... It is obvious that the roots are futios of the tie delay,. As hages, loatios of soe of the roots ay hage. For the syste to be asyptotially stable, all the roots of the harateristi equatio of Eq.., say s = s 1,s,...,s ust lie i the left half of the oplex plae. That is ( ( i )) 0 for ax real s < s s or C (.4) i s i

4 where C represets the left half plae of the oplex plae. Depedig o syste paraeters, there are two differet possible types of asyptoti stability situatios due to the tie delay, [7, 10]: i) Delay-idepedet stability: The harateristi equatio Eq.. is said to be delayidepedet stable, if the stability oditio of Eq..4 holds for all positive ad fiite values of the delay, [0, ). ii) Delay-depedet stability: The harateristi equatio of Eq.. is said to be delaydepedet stable, if the oditio of Eq..4 holds for soe values of delays belogig i the delay iterval, [0, ), ad is violated for other values of delay. jω = 0 1 = * * 1 jω = * + < * < 1 = 0 σ jω Figure.1. Illustratio of eigevalue oveet with respet to tie delay I the delay-depedet ase, the roots of the harateristi equatios ove as the tie delay, ireases startig fro = 0. Fig..1 shows the oveet of the roots. Note that the delay free syste ( = 0 ) is assued to be stable. This is a realisti assuptio sie for the pratial values of syste paraeters, the SDOF test syste is stable whe the total delay is egleted. Observe that as the tie delay, is ireased, a pair of oplex eigevalue oves i the left half of the oplex plae. For a fiite value of > 0 they ross the iagiary axis ad pass to the right half plae. The tie delay value at whih the harateristi equatio has purely iagiary eigevalues is the upper boud o the delay size, ow as delay argi, for whih the syste will be stable for ay give delay less tha this boud, <. I order to haraterize the stability property of Eq.. opletely, we first eed to deterie whether the syste for ay give set of paraeters is delay-idepedet stable or ot, ad if ot, to opute the delay argi i ters of syste paraeters. The stability proble of iterest a be stated as follows: Give: A tie-delay liear syste or its harateristi equatio of Eq..1 or.. Deterie: If it is delay idepedet stable or ot; if ot (the tie-delay syste is delay depedet stable); fid the delay argi. I the followig setio, we preset a pratial approah that gives a riterio for evaluatig the delay depedey of stability ad a aalytial forula to opute the delay argi for the delay-depedet ase [10].

5 .. Solutio Method A eessary ad suffiiet oditio for the syste to be asyptotially stable is that all the roots of the harateristi equatio of Eq.. lie i the left half of the oplex plae. I the sigle delay ase, the proble is to fid values of for whih the harateristi equatio of Eq.. has roots (if ay) o the iagiary axis of the s-plae. Clearly, ( s, ) = 0 is a ipliit futio of s ad whih ay, or ay ot ross the iagiary axis. Assue for sipliity that ( s, 0) = 0 has all its roots i the left half-plae. That is, the delay free syste is stable. If for soe, ( s, ) = 0 has a root o the iagiary axis at s = jω, so does ( s, ) = 0, for the sae value of ad ω. Hee, looig for roots o the iagiary axis redues to fidig values of for whih ( s, ) = 0 ad ( s, ) = 0 have a oo root. That is, s P( s ) + Q( s ) e = 0 ad P( s ) + Q( s) e = 0 (.5) By eliiatig expoetial ters i Eq..5, we get the followig polyoial: P( s ) P( s) Q( s ) Q( s) = 0 (.6) If we replae s by jω i Eq..6, we have the followig polyoial i s ω [5, 10]: W ( ω ) = P( jω) P( jω) Q( jω) Q( jω) = 0 (.7) Substitutig P( s ) = ps + p1s + p0 ad Q( s) = qs + q1s + q0 polyoials give i Eq..3 ito Eq..6, we obtai a augeted harateristi equatio as W ( ω ) = ( p q ) ω + ( p q + q q p p ) ω + p q = 0 (.8) Please ote the augeted polyoial of Eq..8 is fiite i ω ; it is idepedet of. Moreover, the trasedetal harateristi equatio with sigle delay give i Eq.. is ow overted ito a polyoial without trasedetality give by Eq..8 ad its positive real roots oiide with the iagiary roots of Eq.. exatly. The roots of this polyoial ay easily be deteried by stadard ethods. Depedig o the roots of Eq..8, the followig situatio ay our: i) The polyoial of Eq..8 does ot have ay positive real roots, whih iplies that the harateristi equatio of Eq.. does ot have ay roots o the jω -axis. I that ase, the syste is stable for all 0, idiatig that the syste is delay-idepedet stable. ii) The polyoial of Eq..8 has at least oe positive real root, whih iplies that the harateristi equatio of Eq. has at least a pair oplex eigevalues o the jω -axis. I that ase, the syste is delay-depedet stable. It ould be easily show that the polyoial of Eq..8 has oly oe positive real root, say ω, whih idiates that the SDOF test syste is delay-depedet stable. Oe the value of ω have bee foud for a give set of paraeters, the orrespodig value of the delay argi a be obtaied as follows:

6 jω ( ) P ( ) ( ) j ω, = jω + Q jω e = 0 jω P( j ) ω e = os ( ω ) jsi( ) ω = Q( jω ) P ( jω ) P( j ) os ( ) Re ω ω ad si( ) I = ω Q ( j ) = ω Q( jω ) Fro Eq..10, we a deterie a aalytial forula for the delay argi as follows: (.9) * 1 = Ta ω -1 P( jω ) I Q ( j ω ) P( jω ) Re Q( jω ) (.10) * A aalytial forula for the agle ad for the upper boud o the delay size for the SDOF struture a easily be obtaied by substitutig P( s) ad Q( s ) polyoials give i Eq.. ad.3 ito Eq..10 as follows: 3 * 1 1 ( pq1 p1q ) ω + ( p1q0 p0q1) ω Ta 4 ω ( pq ) ω + ( p0q + pq0 p1q1 ) ω p0q0 = (.11) 3. THEORETICAL AND SIMULATION RESULTS I this setio, the delay argi of SDOF systes i Real-Tie Dyai Hybrid Testig (RTDHT), is oputed usig the expressio give by Eq..11. Theoretial delay argi results are also verified by usig Matlab/Siuli. The paraeters of the SDOF test struture is as follows [5]: ρ = 0.5; ρ = ρ = 0.5; ξ = 0.05; ω = 31.4 rad / s Substitutig give paraeters ito Eq..3,.8, ad.11 the rossig frequey ad the orrespodig delay argi are foud to be ω = rad/s ad = 1. 6 s. The theoretial delay argi result is verified by usig Matlab/Siuli. Fig ad 3. show the displaeet respose of the SDOF test struture subjeted to the exteral exitatio supposed as a siusoidal groud otio with a aplitude of 0.1 g ad frequey of 4 Hz for three differet tie delays = 1. 3 s, = 1. 7 s ad = 13 s. As a be see fro Fig. 3.1, the respose has sustaied osillatios idiatig the argial stability of the syste for = 1. 7 s. Reall that theoretial delay argi was foud to be = 1. 6 s. It is lear that the differee betwee the theoretial delay argi ad the oe obtaied by siulatio is just 0.1 s, whih is egligible. Fig also learly illustrates that the respose is stable for a tie delay saller tha the delay argi ( = 1. 3 s = 1. 7 s ). *

7 argially stable ( = 1.7 s) stable ( = 1.3 s) 0.5 Displaeet () Tie (s) Figure 3.1. The respose of the displaeet for = 1. 3 s ad = 1. 7 s : Stable ad argially stable ases Fig. 3. gives the ustable ase with growig osillatios idiatig a ustable oditio for a tie * delay larger tha the delay argi ( = 13 s = 1. 7 s ). These resposes idiate that the proposed ethod ould be effetively used to deterie the stability delay argi of SDOF strutures Displaeet () Tie (s) Figure 3.. The respose of the displaeet for = 13 s : Ustable ase Moreover, the effet of the dapig proportio, ρ o the delay argi is ivestigated for two differet udaped atural frequeies, ω = 31.4 rad / s ad ω = 15.7 rad / s. The delay argi results are preseted i Table 3.1.

8 Table 3.1. Delay Margi Results for Differet Values of Mass Proportio Fator Mass * Delay Margi (s) proportio fator ρ ω = 31.4 rad / s ω = 15.7 rad / s Fig. 3.3 shows the variatio of the delay argi with respet to the dapig proportio, ρ. It is lear that for a give udaped atural frequey, the delay argi ireases as ρ is varied i the rage of ρ = Moreover, a irease i the udaped atural frequey ω results i a derease i the delay argi value for a give ass proportio ρ w = 31.4 rad/s w = 15.7 rad/s Delay Margi (s) Mass Proportio Figure 3.3. The variatio of the delay argi with respet to the ass proportio for two differet values of udaped atural frequey 4. CONCLUSIONS I this paper, a aalytial ethod is preseted to opute the delay argi for SDOF systes i Real-Tie Dyai Hybrid Testig (RTDHT) uder seisi exitatio. To assess the effet of a tie delay o the stability of SDOF struture, a aalytial expressio is developed to opute the delay argi i ters of syste paraeters. The siulatio results are foud to be i good agreeet with the delay argi obtaied fro the aalytial expressio. The ability to predit the delay argi for SDOF strutures is of sigifiae. The delay argi iforatio is vital towards deteriig whe a syste beoes ustable, to set the requireets for the opesatio ethods to redue delay, ad thus its adverse ipat o the syste dyais.

9 REFERENCES Naashia, M., Kato, H. ad Taaoa, E. (199). Developet of Real-tie Pseudo Dyai Testig. Earthquae Egieerig & Strutural Dyais, 1(1),79 9. Horiuhi, T., Ioue, M., Koo, T. ad Naita, Y. (1999). Real-tie Hybrid Experietal Syste with Atuator Delay Copesatio ad Its Appliatio to a Pipig Syste with Eergy Absorber. Earthquae Egieerig & Strutural Dyais, 8(10), Blaeborough, A., Willias, M.S., Darby, A.P. ad Willias, D.M. (001). The Developet of RealtieSubstruture Testig. Philosophial Trasatios of the Royal Soiety of Lodo, Series A, 359(1786): Reihor, A.M., Sivaselva, M.V., Liag, Z. ad Shao, X. (004). Real-tie Dyai Hybrid Testig of Strutural Systes. Proeedigs of the 13th World Coferee o Earthquae Egieerig, Paper No. 1644, Vaouver, Caada. Fudog, C., Jitig, W. ad Feg J. (010). Delay depedet stability ad added dapig of SDOF real-tie dyai hybrid testig, Earthq Eg & Eg Vib 9, Che, J., Gu, G. ad Nett, C. N. (1995). A ew ethod for oputig delay argis for stability of liear delay systes. Syste ad Cotrol Letters 6, Gu K., Kharitoov, V. L. ad Che, J. (003). Stability of Tie Delay Systes, Birhauser, Bosto, MA. Fu, P., Niulesu, S. I. ad Che, J. (006). Stability of liear eutral tie-delay systes: exat oditios via atrix peil solutios. IEEE Trasatios o Autoati Cotrol 51, Su, J. H. (1995). The asyptoti stability of liear autooous systes with oesurate tie delays. IEEE Trasatios o Autoati Cotrol 40, Walto, K. E. ad Marshall, J. E. (1987). Diret ethod for TDS stability aalysis, IEE Proeedig Part D- Cotrol Theory ad Appliatios Louisell, J. (1995). A atrix ethod for deteriig the iagiary axis eigevalues of a delay syste. IEEE Trasatios o Autoati Cotrol 46, Reasius, Z.V. (1980). A stability Test for Systes with Delays. Joit Autoati Cotrol Coferee, Sa Fraiso, CA,,Paper No. TP9-A. Olga, N. ad Sipahi, R. (00). A exat ethod for the stability aalysis of tie-delayed liear tie-ivariat (LTI) systes. IEEE Trasatios o Autoati Cotrol 47, Olga, N. ad Sipahi, R. (004). A pratial ethod for aalyzig the stability of eutral type LTI-tie delayed systes. Autoatia 40, Mera, O. ad Riles, J. M. (007). Stability ad auray aalysis of outer loops dyais i real-tie pseudodyai testig of SDOF systes, Earthquae Egg Strut. Dy. 36, Oztur, B. ad Ayasu, S. (010). Evaluatio of Tie Delay Margi for Atively Cotrolled Liear SDOF Systes uder Seisi Exitatio. 14 th Europea Coferee o Earthquae Egieerig, Ohrid, Maedoia. Ayasu, S. (009). Coputatio of tie delay argi for power syste sall-sigal stability, Europea Trasatios o Eletrial Power 19, Ayasu, S. ad Gele, A. (010). Stability aalysis of a geerator exitatio otrol syste with tie delays, Eletrial Egieerig 91, SIMULINK, (000). Model-Based ad Syste-Based Desig, Usig Siuli, MathWors I., Nati, MA,

ME203 Section 4.1 Forced Vibration Response of Linear System Nov 4, 2002 (1) kx c x& m mg

ME203 Section 4.1 Forced Vibration Response of Linear System Nov 4, 2002 (1) kx c x& m mg ME3 Setio 4.1 Fored Vibratio Respose of Liear Syste Nov 4, Whe a liear ehaial syste is exited by a exteral fore, its respose will deped o the for of the exitatio fore F(t) ad the aout of dapig whih is

More information

Homework 6: Forced Vibrations Due Friday April 6, 2018

Homework 6: Forced Vibrations Due Friday April 6, 2018 EN40: Dyais ad Vibratios Hoework 6: Fored Vibratios Due Friday April 6, 018 Shool of Egieerig Brow Uiversity 1. The vibratio isolatio syste show i the figure has 0kg, k 19.8 kn / 1.59 kns / If the base

More information

Chapter 4: Angle Modulation

Chapter 4: Angle Modulation 57 Chapter 4: Agle Modulatio 4.1 Itrodutio to Agle Modulatio This hapter desribes frequey odulatio (FM) ad phase odulatio (PM), whih are both fors of agle odulatio. Agle odulatio has several advatages

More information

(s)h(s) = K( s + 8 ) = 5 and one finite zero is located at z 1

(s)h(s) = K( s + 8 ) = 5 and one finite zero is located at z 1 ROOT LOCUS TECHNIQUE 93 should be desiged differetly to eet differet specificatios depedig o its area of applicatio. We have observed i Sectio 6.4 of Chapter 6, how the variatio of a sigle paraeter like

More information

ME260W Mid-Term Exam Instructor: Xinyu Huang Date: Mar

ME260W Mid-Term Exam Instructor: Xinyu Huang Date: Mar ME60W Mid-Term Exam Istrutor: Xiyu Huag Date: Mar-03-005 Name: Grade: /00 Problem. A atilever beam is to be used as a sale. The bedig momet M at the gage loatio is P*L ad the strais o the top ad the bottom

More information

Digital Signal Processing. Homework 2 Solution. Due Monday 4 October Following the method on page 38, the difference equation

Digital Signal Processing. Homework 2 Solution. Due Monday 4 October Following the method on page 38, the difference equation Digital Sigal Proessig Homework Solutio Due Moda 4 Otober 00. Problem.4 Followig the method o page, the differee equatio [] (/4[-] + (/[-] x[-] has oeffiiets a0, a -/4, a /, ad b. For these oeffiiets A(z

More information

After the completion of this section the student. V.4.2. Power Series Solution. V.4.3. The Method of Frobenius. V.4.4. Taylor Series Solution

After the completion of this section the student. V.4.2. Power Series Solution. V.4.3. The Method of Frobenius. V.4.4. Taylor Series Solution Chapter V ODE V.4 Power Series Solutio Otober, 8 385 V.4 Power Series Solutio Objetives: After the ompletio of this setio the studet - should reall the power series solutio of a liear ODE with variable

More information

Fluids Lecture 2 Notes

Fluids Lecture 2 Notes Fluids Leture Notes. Airfoil orte Sheet Models. Thi-Airfoil Aalysis Problem Readig: Aderso.,.7 Airfoil orte Sheet Models Surfae orte Sheet Model A aurate meas of represetig the flow about a airfoil i a

More information

Chapter 2. Asymptotic Notation

Chapter 2. Asymptotic Notation Asyptotic Notatio 3 Chapter Asyptotic Notatio Goal : To siplify the aalysis of ruig tie by gettig rid of details which ay be affected by specific ipleetatio ad hardware. [1] The Big Oh (O-Notatio) : It

More information

Bernoulli Numbers. n(n+1) = n(n+1)(2n+1) = n(n 1) 2

Bernoulli Numbers. n(n+1) = n(n+1)(2n+1) = n(n 1) 2 Beroulli Numbers Beroulli umbers are amed after the great Swiss mathematiia Jaob Beroulli5-705 who used these umbers i the power-sum problem. The power-sum problem is to fid a formula for the sum of the

More information

X. Perturbation Theory

X. Perturbation Theory X. Perturbatio Theory I perturbatio theory, oe deals with a ailtoia that is coposed Ĥ that is typically exactly solvable of two pieces: a referece part ad a perturbatio ( Ĥ ) that is assued to be sall.

More information

Société de Calcul Mathématique SA Mathematical Modelling Company, Corp.

Société de Calcul Mathématique SA Mathematical Modelling Company, Corp. oiété de Calul Mathéatique A Matheatial Modellig Copay, Corp. Deisio-aig tools, sie 995 iple Rado Wals Part V Khihi's Law of the Iterated Logarith: Quatitative versios by Berard Beauzay August 8 I this

More information

( ) Ce, 1 System with Mass, Spring, and Viscous Damper = (2) s are unknown constants. Substituting (2) into (1), we get. Ce ms cs k. ms cs k.

( ) Ce, 1 System with Mass, Spring, and Viscous Damper = (2) s are unknown constants. Substituting (2) into (1), we get. Ce ms cs k. ms cs k. Syste with Mass, Sprig, a Visous Daper by We ow fro Lesso that the visous apig fore F is give F =, where is the apig ostat or oeffiiet of visous apig Vibratig systes are all subjet to apig to soe egree

More information

The state space model needs 5 parameters, so it is not as convenient to use in this control study.

The state space model needs 5 parameters, so it is not as convenient to use in this control study. Trasfer fuctio for of the odel G θ K ω 2 θ / v θ / v ( s) = = 2 2 vi s + 2ζωs + ω The followig slides detail a derivatio of this aalog eter odel both as state space odel ad trasfer fuctio (TF) as show

More information

ELIMINATION OF FINITE EIGENVALUES OF STRONGLY SINGULAR SYSTEMS BY FEEDBACKS IN LINEAR SYSTEMS

ELIMINATION OF FINITE EIGENVALUES OF STRONGLY SINGULAR SYSTEMS BY FEEDBACKS IN LINEAR SYSTEMS 73 M>D Tadeuz azore Waraw Uiverity of Tehology, Faulty of Eletrial Egieerig Ititute of Cotrol ad Idutrial Eletroi EIMINATION OF FINITE EIENVAUES OF STONY SINUA SYSTEMS BY FEEDBACS IN INEA SYSTEMS Tadeuz

More information

Engineering Mechanics Dynamics & Vibrations. Engineering Mechanics Dynamics & Vibrations Plane Motion of a Rigid Body: Equations of Motion

Engineering Mechanics Dynamics & Vibrations. Engineering Mechanics Dynamics & Vibrations Plane Motion of a Rigid Body: Equations of Motion 1/5/013 Egieerig Mechaics Dyaics ad Vibratios Egieerig Mechaics Dyaics & Vibratios Egieerig Mechaics Dyaics & Vibratios Plae Motio of a Rigid Body: Equatios of Motio Motio of a rigid body i plae otio is

More information

Summation Method for Some Special Series Exactly

Summation Method for Some Special Series Exactly The Iteratioal Joural of Mathematis, Siee, Tehology ad Maagemet (ISSN : 39-85) Vol. Issue Summatio Method for Some Speial Series Eatly D.A.Gismalla Deptt. Of Mathematis & omputer Studies Faulty of Siee

More information

SYNTHESIS OF SIGNAL USING THE EXPONENTIAL FOURIER SERIES

SYNTHESIS OF SIGNAL USING THE EXPONENTIAL FOURIER SERIES SYNTHESIS OF SIGNAL USING THE EXPONENTIAL FOURIER SERIES Sadro Adriao Fasolo ad Luiao Leoel Medes Abstrat I 748, i Itrodutio i Aalysi Ifiitorum, Leohard Euler (707-783) stated the formula exp( jω = os(

More information

Solution of heat equation with variable coefficient using derive

Solution of heat equation with variable coefficient using derive Buffespoort TIME8 Peer-reviewed Coferee Proeedigs, 6 Septeber 8 Soutio of heat equatio with variabe oeffiiet ug derive RS Lebeo α, I Fedotov ad M Shataov β Departet of Matheatis ad Statistis Tshwae Uiversity

More information

Research on Fuzzy Clustering Image Segmentation Algorithm based on GA and Gray Histogram Baoyi Wang1, a, Long Kang1, b, Shaomin Zhang1, c

Research on Fuzzy Clustering Image Segmentation Algorithm based on GA and Gray Histogram Baoyi Wang1, a, Long Kang1, b, Shaomin Zhang1, c 3rd Iteratioal Coferee o Mahiery, Materials ad Iforatio Tehology Appliatios (ICMMITA 05 Researh o Fuzzy Clusterig Iage Segetatio Algorith based o GA ad Gray Histogra Baoyi Wag, a, Log Kag, b, Shaoi Zhag,

More information

Lecture 20 - Wave Propagation Response

Lecture 20 - Wave Propagation Response .09/.093 Fiite Eleet Aalysis of Solids & Fluids I Fall 09 Lecture 0 - Wave Propagatio Respose Prof. K. J. Bathe MIT OpeCourseWare Quiz #: Closed book, 6 pages of otes, o calculators. Covers all aterials

More information

Binomial transform of products

Binomial transform of products Jauary 02 207 Bioial trasfor of products Khristo N Boyadzhiev Departet of Matheatics ad Statistics Ohio Norther Uiversity Ada OH 4580 USA -boyadzhiev@ouedu Abstract Give the bioial trasfors { b } ad {

More information

Analog Filter Synthesis

Analog Filter Synthesis 6 Aalog Filter Sythesis Nam Pham Aubur Uiversity Bogda M. Wilamowsi Aubur Uiversity 6. Itrodutio...6-6. Methods to Sythesize Low-Pass Filter...6- Butterworth Low-Pass Filter Chebyshev Low-Pass Filter Iverse

More information

Observer Design with Reduced Measurement Information

Observer Design with Reduced Measurement Information Observer Desig with Redued Measuremet Iformatio I pratie all the states aot be measured so that SVF aot be used Istead oly a redued set of measuremets give by y = x + Du p is available where y( R We assume

More information

5.6 Binomial Multi-section Matching Transformer

5.6 Binomial Multi-section Matching Transformer 4/14/21 5_6 Bioial Multisectio Matchig Trasforers 1/1 5.6 Bioial Multi-sectio Matchig Trasforer Readig Assiget: pp. 246-25 Oe way to axiize badwidth is to costruct a ultisectio Γ f that is axially flat.

More information

ANOTHER PROOF FOR FERMAT S LAST THEOREM 1. INTRODUCTION

ANOTHER PROOF FOR FERMAT S LAST THEOREM 1. INTRODUCTION ANOTHER PROOF FOR FERMAT S LAST THEOREM Mugur B. RĂUŢ Correspodig author: Mugur B. RĂUŢ, E-mail: m_b_raut@yahoo.om Abstrat I this paper we propose aother proof for Fermat s Last Theorem (FLT). We foud

More information

Nonparametric Goodness-of-Fit Tests for Discrete, Grouped or Censored Data 1

Nonparametric Goodness-of-Fit Tests for Discrete, Grouped or Censored Data 1 Noparametri Goodess-of-Fit Tests for Disrete, Grouped or Cesored Data Boris Yu. Lemeshko, Ekateria V. Chimitova ad Stepa S. Kolesikov Novosibirsk State Tehial Uiversity Departmet of Applied Mathematis

More information

The Binomial Multi-Section Transformer

The Binomial Multi-Section Transformer 4/15/2010 The Bioial Multisectio Matchig Trasforer preset.doc 1/24 The Bioial Multi-Sectio Trasforer Recall that a ulti-sectio atchig etwork ca be described usig the theory of sall reflectios as: where:

More information

Mechanical Vibrations

Mechanical Vibrations Mechaical Vibratios Cotets Itroductio Free Vibratios o Particles. Siple Haroic Motio Siple Pedulu (Approxiate Solutio) Siple Pedulu (Exact Solutio) Saple Proble 9. Free Vibratios o Rigid Bodies Saple Proble

More information

Statistics and Data Analysis in MATLAB Kendrick Kay, February 28, Lecture 4: Model fitting

Statistics and Data Analysis in MATLAB Kendrick Kay, February 28, Lecture 4: Model fitting Statistics ad Data Aalysis i MATLAB Kedrick Kay, kedrick.kay@wustl.edu February 28, 2014 Lecture 4: Model fittig 1. The basics - Suppose that we have a set of data ad suppose that we have selected the

More information

Lecture 19. Curve fitting I. 1 Introduction. 2 Fitting a constant to measured data

Lecture 19. Curve fitting I. 1 Introduction. 2 Fitting a constant to measured data Lecture 9 Curve fittig I Itroductio Suppose we are preseted with eight poits of easured data (x i, y j ). As show i Fig. o the left, we could represet the uderlyig fuctio of which these data are saples

More information

Supplemental Notes. Determination of Spherical Harmonic Models GS ADVANCED PHYSICAL GEODESY. Christopher Jekeli

Supplemental Notes. Determination of Spherical Harmonic Models GS ADVANCED PHYSICAL GEODESY. Christopher Jekeli Suppleetal Notes o Deteriatio of Spherial Haroi Models GS887 - ADVANED PHYSIAL GEODESY hristopher Jeeli Divisio of Geodesti Siee Shool of Earth Siees The Ohio State Uiversity Marh 07 The followig osiders

More information

Statistics for Applications Fall Problem Set 7

Statistics for Applications Fall Problem Set 7 18.650. Statistics for Applicatios Fall 016. Proble Set 7 Due Friday, Oct. 8 at 1 oo Proble 1 QQ-plots Recall that the Laplace distributio with paraeter λ > 0 is the cotiuous probaλ bility easure with

More information

Answer Key, Problem Set 1, Written

Answer Key, Problem Set 1, Written Cheistry 1 Mies, Sprig, 018 Aswer Key, Proble Set 1, Writte 1. 14.3;. 14.34 (add part (e): Estiate / calculate the iitial rate of the reactio); 3. NT1; 4. NT; 5. 14.37; 6. 14.39; 7. 14.41; 8. NT3; 9. 14.46;

More information

A string of not-so-obvious statements about correlation in the data. (This refers to the mechanical calculation of correlation in the data.

A string of not-so-obvious statements about correlation in the data. (This refers to the mechanical calculation of correlation in the data. STAT-UB.003 NOTES for Wedesday 0.MAY.0 We will use the file JulieApartet.tw. We ll give the regressio of Price o SqFt, show residual versus fitted plot, save residuals ad fitted. Give plot of (Resid, Price,

More information

Lebesgue Constant Minimizing Bivariate Barycentric Rational Interpolation

Lebesgue Constant Minimizing Bivariate Barycentric Rational Interpolation Appl. Math. If. Sci. 8, No. 1, 187-192 (2014) 187 Applied Matheatics & Iforatio Scieces A Iteratioal Joural http://dx.doi.org/10.12785/ais/080123 Lebesgue Costat Miiizig Bivariate Barycetric Ratioal Iterpolatio

More information

The Hypergeometric Coupon Collection Problem and its Dual

The Hypergeometric Coupon Collection Problem and its Dual Joural of Idustrial ad Systes Egieerig Vol., o., pp -7 Sprig 7 The Hypergeoetric Coupo Collectio Proble ad its Dual Sheldo M. Ross Epstei Departet of Idustrial ad Systes Egieerig, Uiversity of Souther

More information

The driven Rayleigh-van der Pol oscillator

The driven Rayleigh-van der Pol oscillator ENOC 7, Jue 5-, 7, Budapest, Hugary The drive Rayleigh-va der Pol oscillator Reé Bartkowiak Faculty of Mechaical Egieerig ad Marie Techology, Uiversity of Rostock, Geray Suary. Sychroizatio of oscillatory

More information

Contents Two Sample t Tests Two Sample t Tests

Contents Two Sample t Tests Two Sample t Tests Cotets 3.5.3 Two Saple t Tests................................... 3.5.3 Two Saple t Tests Setup: Two Saples We ow focus o a sceario where we have two idepedet saples fro possibly differet populatios. Our

More information

Sx [ ] = x must yield a

Sx [ ] = x must yield a Math -b Leture #5 Notes This wee we start with a remider about oordiates of a vetor relative to a basis for a subspae ad the importat speial ase where the subspae is all of R. This freedom to desribe vetors

More information

A PROBABILITY PROBLEM

A PROBABILITY PROBLEM A PROBABILITY PROBLEM A big superarket chai has the followig policy: For every Euros you sped per buy, you ear oe poit (suppose, e.g., that = 3; i this case, if you sped 8.45 Euros, you get two poits,

More information

Solution: APPM 1360 Final Spring 2013

Solution: APPM 1360 Final Spring 2013 APPM 36 Fial Sprig 3. For this proble let the regio R be the regio eclosed by the curve y l( ) ad the lies, y, ad y. (a) (6 pts) Fid the area of the regio R. (b) (6 pts) Suppose the regio R is revolved

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

Solutions 3.2-Page 215

Solutions 3.2-Page 215 Solutios.-Page Problem Fid the geeral solutios i powers of of the differetial equatios. State the reurree relatios ad the guarateed radius of overgee i eah ase. ) Substitutig,, ad ito the differetial equatio

More information

Acoustic Field inside a Rigid Cylinder with a Point Source

Acoustic Field inside a Rigid Cylinder with a Point Source Acoustic Field iside a Rigid Cylider with a Poit Source 1 Itroductio The ai objectives of this Deo Model are to Deostrate the ability of Coustyx to odel a rigid cylider with a poit source usig Coustyx

More information

x !1! + 1!2!

x !1! + 1!2! 4 Euler-Maclauri Suatio Forula 4. Beroulli Nuber & Beroulli Polyoial 4.. Defiitio of Beroulli Nuber Beroulli ubers B (,,3,) are defied as coefficiets of the followig equatio. x e x - B x! 4.. Expreesio

More information

Integrals of Functions of Several Variables

Integrals of Functions of Several Variables Itegrals of Fuctios of Several Variables We ofte resort to itegratios i order to deterie the exact value I of soe quatity which we are uable to evaluate by perforig a fiite uber of additio or ultiplicatio

More information

AVERAGE MARKS SCALING

AVERAGE MARKS SCALING TERTIARY INSTITUTIONS SERVICE CENTRE Level 1, 100 Royal Street East Perth, Wester Australia 6004 Telephoe (08) 9318 8000 Facsiile (08) 95 7050 http://wwwtisceduau/ 1 Itroductio AVERAGE MARKS SCALING I

More information

Exact Linearization and Fuzzy Logic Applied to the Control of a Magnetic Levitation System

Exact Linearization and Fuzzy Logic Applied to the Control of a Magnetic Levitation System WCCI IEEE World Cogress o Coputatioal Itelligee July, 8-3, - CCIB, Bareloa, Spai UZZ-IEEE Exat Liearizatio ad uzzy Logi Applied to the Cotrol o a Mageti Levitatio Syste Luiz H. S. orres, Carlos A. V. Vasoelos,

More information

Time-Domain Representations of LTI Systems

Time-Domain Representations of LTI Systems 2.1 Itroductio Objectives: 1. Impulse resposes of LTI systems 2. Liear costat-coefficiets differetial or differece equatios of LTI systems 3. Bloc diagram represetatios of LTI systems 4. State-variable

More information

Wavelet Transform Theory. Prof. Mark Fowler Department of Electrical Engineering State University of New York at Binghamton

Wavelet Transform Theory. Prof. Mark Fowler Department of Electrical Engineering State University of New York at Binghamton Wavelet Trasfor Theory Prof. Mark Fowler Departet of Electrical Egieerig State Uiversity of New York at Bighato What is a Wavelet Trasfor? Decopositio of a sigal ito costituet parts Note that there are

More information

CURRENTLY, the third generation (3G) mobile communication

CURRENTLY, the third generation (3G) mobile communication Optial Perforae for DS-CDMA Systes with Hard Deisio Parallel Iterferee Caellatio eo va der Hofstad, Marte J Klo Abstrat We study a ultiuser detetio syste usig ode divisio ultiple aess CDMA We show that

More information

Lesson 4. Thermomechanical Measurements for Energy Systems (MENR) Measurements for Mechanical Systems and Production (MMER)

Lesson 4. Thermomechanical Measurements for Energy Systems (MENR) Measurements for Mechanical Systems and Production (MMER) Lesso 4 Thermomehaial Measuremets for Eergy Systems (MENR) Measuremets for Mehaial Systems ad Produtio (MMER) A.Y. 15-16 Zaaria (Rio ) Del Prete RAPIDITY (Dyami Respose) So far the measurad (the physial

More information

CHAPTER 6 RESISTANCE FACTOR FOR THE DESIGN OF COMPOSITE SLABS

CHAPTER 6 RESISTANCE FACTOR FOR THE DESIGN OF COMPOSITE SLABS CHAPTER 6 RESISTANCE FACTOR FOR THE DESIGN OF COMPOSITE SLABS 6.1. Geeral Probability-based desig criteria i the for of load ad resistace factor desig (LRFD) are ow applied for ost costructio aterials.

More information

DYNAMICS VECTOR MECHANICS FOR ENGINEERS: Mechanical Vibrations. Seventh Edition CHAPTER. Ferdinand P. Beer E. Russell Johnston, Jr.

DYNAMICS VECTOR MECHANICS FOR ENGINEERS: Mechanical Vibrations. Seventh Edition CHAPTER. Ferdinand P. Beer E. Russell Johnston, Jr. Seveth Editio CHAPTER 9 VECTOR MECHANICS FOR ENGINEERS: DYNAMICS Ferdiad P. Beer E. Russell Johsto, Jr. Mechaical Vibratios Lecture Notes: J. Walt Oler Texas Tech Uiversity 003 The McGraw-Hill Copaies,

More information

5.6 Binomial Multi-section Matching Transformer

5.6 Binomial Multi-section Matching Transformer 4/14/2010 5_6 Bioial Multisectio Matchig Trasforers 1/1 5.6 Bioial Multi-sectio Matchig Trasforer Readig Assiget: pp. 246-250 Oe way to axiize badwidth is to costruct a ultisectio Γ f that is axially flat.

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

Abstract. Fermat's Last Theorem Proved on a Single Page. "The simplest solution is usually the best solution"---albert Einstein

Abstract. Fermat's Last Theorem Proved on a Single Page. The simplest solution is usually the best solution---albert Einstein Copyright A. A. Frempog Fermat's Last Theorem Proved o a Sigle Page "5% of the people thik; 0% of the people thik that they thik; ad the other 85% would rather die tha thik."----thomas Ediso "The simplest

More information

\,. Si2:nal Detection and. Optical AmpUfler or Signal Regenentor ""' Fiber La~er Laser Coupler Driver Diode,-~ [> I I ~ : Modulator. Splice.

\,. Si2:nal Detection and. Optical AmpUfler or Signal Regenentor ' Fiber La~er Laser Coupler Driver Diode,-~ [> I I ~ : Modulator. Splice. Sieal Geeratio!! Ietroi Fiber Laer Laser Coupler Driver Diode, [> I I : Modulator Iterfae I I: t A Trasissio Mediu Splie ptial ApUfler or Sigal Regeetor ""' I N C y Coditioig ' Eletrois I Eletroil Detetor

More information

Lecture 11. Solution of Nonlinear Equations - III

Lecture 11. Solution of Nonlinear Equations - III Eiciecy o a ethod Lecture Solutio o Noliear Equatios - III The eiciecy ide o a iterative ethod is deied by / E r r: rate o covergece o the ethod : total uber o uctios ad derivative evaluatios at each step

More information

COMPARISON OF DIFFERENT WAVELET BASES IN THE CASE OF WAVELETS EXPANSIONS OF RANDOM PROCESSES Olga Polosmak

COMPARISON OF DIFFERENT WAVELET BASES IN THE CASE OF WAVELETS EXPANSIONS OF RANDOM PROCESSES Olga Polosmak 4 Iteratioal Joural Iforatio Theories ad Appliatios, Vol, Nuber, 04 COMPAISON OF DIFFEENT WAVELET BASES IN THE CASE OF WAVELETS EXPANSIONS OF ANDOM POCESSES Olga Polosa Abstrat: I the paper wavelets expasios

More information

THE MEASUREMENT OF THE SPEED OF THE LIGHT

THE MEASUREMENT OF THE SPEED OF THE LIGHT THE MEASUREMENT OF THE SPEED OF THE LIGHT Nyamjav, Dorjderem Abstrat The oe of the physis fudametal issues is a ature of the light. I this experimet we measured the speed of the light usig MihelsoÕs lassial

More information

The Differential Transform Method for Solving Volterra s Population Model

The Differential Transform Method for Solving Volterra s Population Model AASCIT Couicatios Volue, Issue 6 Septeber, 15 olie ISSN: 375-383 The Differetial Trasfor Method for Solvig Volterra s Populatio Model Khatereh Tabatabaei Departet of Matheatics, Faculty of Sciece, Kafas

More information

The Binomial Multi- Section Transformer

The Binomial Multi- Section Transformer 4/4/26 The Bioial Multisectio Matchig Trasforer /2 The Bioial Multi- Sectio Trasforer Recall that a ulti-sectio atchig etwork ca be described usig the theory of sall reflectios as: where: ( ω ) = + e +

More information

Vasyl Moisyshyn*, Bogdan Borysevych*, Oleg Vytyaz*, Yuriy Gavryliv*

Vasyl Moisyshyn*, Bogdan Borysevych*, Oleg Vytyaz*, Yuriy Gavryliv* AGH DRILLING, OIL, GAS Vol. 3 No. 3 204 http://dx.doi.org/0.7494/drill.204.3.3.43 Vasyl Moisyshy*, Bogda Borysevych*, Oleg Vytyaz*, Yuriy Gavryliv* DEVELOPMENT OF THE MATHEMATICAL MODELS OF THE INTEGRAL

More information

Basic Probability/Statistical Theory I

Basic Probability/Statistical Theory I Basi Probability/Statistial Theory I Epetatio The epetatio or epeted values of a disrete radom variable X is the arithmeti mea of the radom variable s distributio. E[ X ] p( X ) all Epetatio by oditioig

More information

Supplementary Information

Supplementary Information Suppleetary Iforatio -Breakdow of cotiuu fracture echaics at the aoscale- Takahiro Shiada,,* Keji Ouchi, Yuu Chihara, ad Takayuki Kitaura Departet of echaical Egieerig ad Sciece, Kyoto Uiversity, Nishikyo-ku,

More information

DETERMINATION OF NATURAL FREQUENCY AND DAMPING RATIO

DETERMINATION OF NATURAL FREQUENCY AND DAMPING RATIO Hasa G Pasha DETERMINATION OF NATURAL FREQUENCY AND DAMPING RATIO OBJECTIVE Deterie the atural frequecy ad dapig ratio for a aluiu catilever bea, Calculate the aalytical value of the atural frequecy ad

More information

Formula List for College Algebra Sullivan 10 th ed. DO NOT WRITE ON THIS COPY.

Formula List for College Algebra Sullivan 10 th ed. DO NOT WRITE ON THIS COPY. Forula List for College Algera Sulliva 10 th ed. DO NOT WRITE ON THIS COPY. Itercepts: Lear how to fid the x ad y itercepts. Syetry: Lear how test for syetry with respect to the x-axis, y-axis ad origi.

More information

Perturbation Theory, Zeeman Effect, Stark Effect

Perturbation Theory, Zeeman Effect, Stark Effect Chapter 8 Perturbatio Theory, Zeea Effect, Stark Effect Ufortuately, apart fro a few siple exaples, the Schrödiger equatio is geerally ot exactly solvable ad we therefore have to rely upo approxiative

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

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

COMPLEX SIMULATION MODEL OF MOBILE FADING CHANNEL

COMPLEX SIMULATION MODEL OF MOBILE FADING CHANNEL Advaes i Eletrial ad Eletroi Egieerig 194 COMPLEX SIMULATION MODEL OF MOBILE FADING CHANNEL Toáš Marek, Vladiír Pšeák, Vladiír Wieser Elektrotehiká fakulta ŽU v Žilie, Siees PSE, s.r.o Veký diel, 010 6

More information

Bertrand s postulate Chapter 2

Bertrand s postulate Chapter 2 Bertrad s postulate Chapter We have see that the sequece of prie ubers, 3, 5, 7,... is ifiite. To see that the size of its gaps is ot bouded, let N := 3 5 p deote the product of all prie ubers that are

More information

Class #25 Wednesday, April 19, 2018

Class #25 Wednesday, April 19, 2018 Cla # Wedesday, April 9, 8 PDE: More Heat Equatio with Derivative Boudary Coditios Let s do aother heat equatio problem similar to the previous oe. For this oe, I ll use a square plate (N = ), but I m

More information

Exercise 8 CRITICAL SPEEDS OF THE ROTATING SHAFT

Exercise 8 CRITICAL SPEEDS OF THE ROTATING SHAFT Exercise 8 CRITICA SEEDS OF TE ROTATING SAFT. Ai of the exercise Observatio ad easureet of three cosecutive critical speeds ad correspodig odes of the actual rotatig shaft. Copariso of aalytically coputed

More information

Non-asymptotic sequential confidence regions with fixed sizes for the multivariate nonlinear parameters of regression. Andrey V.

Non-asymptotic sequential confidence regions with fixed sizes for the multivariate nonlinear parameters of regression. Andrey V. No-asyptotic sequetial cofidece regios with fixed sizes for the ultivariate oliear paraeters of regressio Adrey V Tiofeev Abstract I this paper we cosider a sequetial desig for estiatio of o-liear paraeters

More information

Chapter 8 Hypothesis Testing

Chapter 8 Hypothesis Testing Chapter 8 for BST 695: Speial Topis i Statistial Theory Kui Zhag, Chapter 8 Hypothesis Testig Setio 8 Itrodutio Defiitio 8 A hypothesis is a statemet about a populatio parameter Defiitio 8 The two omplemetary

More information

Solution of EECS 315 Final Examination F09

Solution of EECS 315 Final Examination F09 Solutio of EECS 315 Fial Examiatio F9 1. Fid the umerical value of δ ( t + 4ramp( tdt. δ ( t + 4ramp( tdt. Fid the umerical sigal eergy of x E x = x[ ] = δ 3 = 11 = ( = ramp( ( 4 = ramp( 8 = 8 [ ] = (

More information

2. SCHWARZSCHILD GEOMETRY REVISITED The metric for Schwarzschild Geometry is given by, ) (1) For constant values of time we have, c r

2. SCHWARZSCHILD GEOMETRY REVISITED The metric for Schwarzschild Geometry is given by, ) (1) For constant values of time we have, c r urved Spae-Tie ad the Speed of Light aitra Palit uthor/teaher, P-54 Motijheel veue, Motijheel Housig ooperative soiety, Flat- 4, Kolkata-700074, Idia, Eail: palit.aaitra@gail.o Keywords: Shwarzshild Geoetry,

More information

Transfer Function Analysis

Transfer Function Analysis Trasfer Fuctio Aalysis Free & Forced Resposes Trasfer Fuctio Syste Stability ME375 Trasfer Fuctios - Free & Forced Resposes Ex: Let s s look at a stable first order syste: τ y + y = Ku Take LT of the I/O

More information

ECE 901 Lecture 4: Estimation of Lipschitz smooth functions

ECE 901 Lecture 4: Estimation of Lipschitz smooth functions ECE 9 Lecture 4: Estiatio of Lipschitz sooth fuctios R. Nowak 5/7/29 Cosider the followig settig. Let Y f (X) + W, where X is a rado variable (r.v.) o X [, ], W is a r.v. o Y R, idepedet of X ad satisfyig

More information

Flight and Orbital Mechanics. Exams

Flight and Orbital Mechanics. Exams 1 Flight ad Orbital Mechaics Exas Exa AE2104-11: Flight ad Orbital Mechaics (2 Noveber 2012, 14.00 17.00) Please put your ae, studet uber ad ALL YOUR INITIALS o your work. Aswer all questios ad put your

More information

Chapter 7 z-transform

Chapter 7 z-transform Chapter 7 -Trasform Itroductio Trasform Uilateral Trasform Properties Uilateral Trasform Iversio of Uilateral Trasform Determiig the Frequecy Respose from Poles ad Zeros Itroductio Role i Discrete-Time

More information

4. Optical Resonators

4. Optical Resonators S. Blair September 3, 2003 47 4. Optial Resoators Optial resoators are used to build up large itesities with moderate iput. Iput Iteral Resoators are typially haraterized by their quality fator: Q w stored

More information

REDUCING THE POSSIBILITY OF SUBJECTIVE ERROR IN THE DETERMINATION OF THE STRUCTURE-FUNCTION-BASED EFFECTIVE THERMAL CONDUCTIVITY OF BOARDS

REDUCING THE POSSIBILITY OF SUBJECTIVE ERROR IN THE DETERMINATION OF THE STRUCTURE-FUNCTION-BASED EFFECTIVE THERMAL CONDUCTIVITY OF BOARDS Nice, Côte d Azur, Frace, 27-29 Septeber 2006 REDUCING THE POSSIBILITY OF SUBJECTIVE ERROR IN THE DETERMINATION OF THE STRUCTURE-FUNCTION-BASED EFFECTIVE THERMAL CONDUCTIVITY OF BOARDS Erő Kollár, Vladiír

More information

ECE Spring Prof. David R. Jackson ECE Dept. Notes 20

ECE Spring Prof. David R. Jackson ECE Dept. Notes 20 ECE 6341 Sprig 016 Prof. David R. Jackso ECE Dept. Notes 0 1 Spherical Wave Fuctios Cosider solvig ψ + k ψ = 0 i spherical coordiates z φ θ r y x Spherical Wave Fuctios (cot.) I spherical coordiates we

More information

POWER SERIES METHODS CHAPTER 8 SECTION 8.1 INTRODUCTION AND REVIEW OF POWER SERIES

POWER SERIES METHODS CHAPTER 8 SECTION 8.1 INTRODUCTION AND REVIEW OF POWER SERIES CHAPTER 8 POWER SERIES METHODS SECTION 8. INTRODUCTION AND REVIEW OF POWER SERIES The power series method osists of substitutig a series y = ito a give differetial equatio i order to determie what the

More information

Application 10.5D Spherical Harmonic Waves

Application 10.5D Spherical Harmonic Waves Applicatio 10.5D Spherical Haroic Waves I probles ivolvig regios that ejoy spherical syetry about the origi i space, it is appropriate to use spherical coordiates. The 3-diesioal Laplacia for a fuctio

More information

Lecture 8. Dirac and Weierstrass

Lecture 8. Dirac and Weierstrass Leture 8. Dira ad Weierstrass Audrey Terras May 5, 9 A New Kid of Produt of Futios You are familiar with the poitwise produt of futios de ed by f g(x) f(x) g(x): You just tae the produt of the real umbers

More information

Summer MA Lesson 13 Section 1.6, Section 1.7 (part 1)

Summer MA Lesson 13 Section 1.6, Section 1.7 (part 1) Suer MA 1500 Lesso 1 Sectio 1.6, Sectio 1.7 (part 1) I Solvig Polyoial Equatios Liear equatio ad quadratic equatios of 1 variable are specific types of polyoial equatios. Soe polyoial equatios of a higher

More information

ε > 0 N N n N a n < ε. Now notice that a n = a n.

ε > 0 N N n N a n < ε. Now notice that a n = a n. 4 Sequees.5. Null sequees..5.. Defiitio. A ull sequee is a sequee (a ) N that overges to 0. Hee, by defiitio of (a ) N overges to 0, a sequee (a ) N is a ull sequee if ad oly if ( ) ε > 0 N N N a < ε..5..

More information

Introduction to Signals and Systems, Part V: Lecture Summary

Introduction to Signals and Systems, Part V: Lecture Summary EEL33: Discrete-Time Sigals ad Systems Itroductio to Sigals ad Systems, Part V: Lecture Summary Itroductio to Sigals ad Systems, Part V: Lecture Summary So far we have oly looked at examples of o-recursive

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

In the Name of Allah, the Most Beneficent, the Most Merciful Root Locus Design Techniques II. Due: Monday 02 October 2006.

In the Name of Allah, the Most Beneficent, the Most Merciful Root Locus Design Techniques II. Due: Monday 02 October 2006. Page 1 of 7 A11 I the Name of Allah, the Most Beefiet, the Most Meriful Root Lous Desig Tehiques II Due: Moday Otober 6. Before 5: m Name Dr WAWY Solutio Setio XX ID No XXXX 1. Give the uity feedbak system

More information

School of Mechanical Engineering Purdue University. ME375 Transfer Functions - 1

School of Mechanical Engineering Purdue University. ME375 Transfer Functions - 1 Trasfer Fuctio Aalysis Free & Forced Resposes Trasfer Fuctio Syste Stability ME375 Trasfer Fuctios - 1 Free & Forced Resposes Ex: Let s look at a stable first order syste: y y Ku Take LT of the I/O odel

More information

Evaluation of Bessel Functions Using a Computer Program

Evaluation of Bessel Functions Using a Computer Program Evaluatio of Bessel Fuctios Usig a Coputer Progra P. S. Yeh, Ph.D. Abstract I cylidrical coordiate, there are two types of Bessel fuctios. These fuctios are the Bessel fuctio ad the odified Bessel fuctio.

More information

Physics 219 Summary of linear response theory

Physics 219 Summary of linear response theory 1 Physics 219 Suary of liear respose theory I. INTRODUCTION We apply a sall perturbatio of stregth f(t) which is switched o gradually ( adiabatically ) fro t =, i.e. the aplitude of the perturbatio grows

More information

Data Analysis and Statistical Methods Statistics 651

Data Analysis and Statistical Methods Statistics 651 Data Aalysis ad Statistical Methods Statistics 651 http://www.stat.tau.edu/~suhasii/teachig.htl Suhasii Subba Rao Exaple The itroge cotet of three differet clover plats is give below. 3DOK1 3DOK5 3DOK7

More information

Absorption and Emission of Radiation: Time Dependent Perturbation Theory Treatment

Absorption and Emission of Radiation: Time Dependent Perturbation Theory Treatment Absorptio ad Eissio of Radiatio: Tie Depedet Perturbatio Theory Treatet Wat Hailtoia for Charged Partile i E & M Field Need the potetial U. Fore o Charged Partile: 1 F e E V B Fore (geeralized for i Lagragia

More information