SOME RESULTS IN MODEL BASED TRANSVERSE CRACK IDENTIFICATION IN ROTOR SYSTEMS

Size: px
Start display at page:

Download "SOME RESULTS IN MODEL BASED TRANSVERSE CRACK IDENTIFICATION IN ROTOR SYSTEMS"

Transcription

1 SOME RESULTS IN MODEL BASED TRANSVERSE CRACK IDENTIFICATION IN ROTOR SYSTEMS Nicolò Bachschmid () Paolo Peacchi () Sylvie Audebert () () Dipartimeto di Meccaica, Politecico di Milao, P.zza Leoardo da Vici, 3 - I-33 Milao, Italy icolo.bachschmid@polimi.it, paolo.peacchi@mecc.polimi.it () Divisio Recherche et Développemet, Dép. Acoustique et Mécaique Vibratoire EDF - Electricité de Frace, aveue du Gééral de Gaulle - 9 Clamart CEDEX, Frace, sylvie.audebert@edf.fr Abstract This paper presets some experimetal results obtaied o the EUROPE (Esamble Utilisat u ROtor Pour Essais) test rig, which was expressly desiged by EDF (Electricité de Frace) for ivestigatig the dyamical behavior of cracked rotors. The results are used for validatig a model based trasverse crack idetificatio method, which was developed durig a Europea commuity fuded research project called MODIAROT (MOdel based DIAgosis of ROTor systems i power plats). The excellet accuracy obtaied i idetifyig positio ad depth a crack proves the effectiveess ad reliability of the proposed method. Keywords: Idetificatio, Crack, Rotordyamics.. INTRODUCTION Propagatig trasverse cracks have bee discovered i the last years (Alliaz, 987) i several rotors of steam turbies or geerators of Europea power plats. Fortuately, as far as the authors kow, they have bee detected before the crack had propagated to a critical depth, that meas before the occurrece of a catastrophic failure. The importace of early detectio of cracks, possibly by meas of a automatic diagostic methodology that uses the iformatios furished by stadard moitorig systems, which geerally aalyze the vibratios measured i correspodece of the bearigs oly, appears obvious from these cosideratios. The dyamical behavior of rotors with trasverse crack has bee studied by may authors (a extesive survey is give i Dimarogoas, 996) ad therefore the symptoms of a cracked rotor are well kow: a chage i x rev., x rev. ad 3x rev vibratio vector is suspect. A chage i vibratio vector meas ot just a icrease or a decrease i amplitude, but also a chage i phase oly with costat amplitude. However, x rev. compoets ca be caused by may other faults (e.g. ubalace, bow, couplig misaligmets) ad x rev. compoets ca be due also to polar stiffess asymmetries (i geerators), to surface geometry errors

2 (joural ovalizatio) ad to o-liear effects i oil film bearigs. These two last causes ca also geerate 3x rev. compoets. It is the extremely importat to have a referece situatio, stored by the moitorig system, i which the behavior of the rotor system without faults ad i similar operatig coditios is aalyzed. The referece situatio would be better represeted by ru-dow trasiet which furishes much more iformatios about its dyamical behavior, rather tha by a steady state coditio at ormal operatig speed. By comparig the the actual behavior durig a ru-dow trasiet with the referece behavior, the chage i vibratios ca be evaluated ad by meas of oe of the automatic diagostic procedures based o fault-symptom matrices or o decisio trees approach, the type of the most probable impedig fault ca be idetified. Oce the type of fault has bee idetified i a shaft lie, also its most probable positio ad its severity (f.i. i the case of a crack, its depth) should be idetified. This is the possible by meas of the least square approach i the frequecy domai, which is described i the followig paragraph.. MODEL BASED IDENTIFICATION As described i (Bachschmid et al. ), assumig a fiite beam elemet model for the rotor, the effect of a crack o the statical ad dyamical behavior of the rotor ca be simulated i the frequecy domai, by applyig to the rotor differet sets of equivalet forces, oe set for each oe of the three harmoic compoets i correspodece of the cracked beam elemet. The problem of the idetificatio of the positio of the crack is the reduced to a exteral force idetificatio procedure, described i (Bachschmid et al. 999). The fial equatios are recalled here below. The differece, betwee the measured vibratio of rotor system that has a fault ad the referece case, represets the vibratioal behavior due to the fault. These vibratios are the used i the idetificatio procedure. By applyig the harmoic balace criteria i the frequecy domai, the differeces δ, betwee the vibratios, which are calculated by meas of suitable models of the system ad of the fault, ad measured vibratios X Bm ca be defied for each harmoic compoet as: δ = α F X () B f where α B is the partitioed iverse of the system dyamical stiffess matrix ad F f is the -th compoet of the fault force vector. Eq () ca be writte for each oe of the differet rotatig speeds which are take ito cosideratio for the idetificatio. Sice the ukow force vector is composed by few forces applied to odes oly of the f.e. model, the ukows are much less tha the umber of the equatios () ad a least square approach ca be used. A relative residual may be defied by the root of the ratio of the squared δ, divided by the sum of the squared measured vibratio amplitudes X Bm : δ r = Bm T [ α F X ] [ α F X ] B f X Bm T Bm X By meas of the hypothesis of localizatio of the fault, the residual is calculated for each possible ode of applicatio of the defect. The set of equivalet forces i the case of a crack ca be reduced to a couple of opposite ad equal momets which have x rev., x rev. ad 3x rev. compoets. B Bm f Bm ()

3 Where the residual reaches its miimum, there is the most probable positio of the crack. It is worth otig that the x rev. vibratio compoets are due both to the breathig mechaism of the crack ad to the local bow which geerally has developed durig the crack propagatio. Therefore, whe o other sources of bow are preset, the x rev. compoet is useful for the localizatio of the crack, but ot for the idetificatio of its depth. The 3x rev. compoet is rather small ad geerally masked by some oise. Ofte this compoet ca be recogized oly whe approachig the resoat coditio at a rotatig speed equal to /3 the rotor s critical speed. The x rev. compoet is therefore the most suitable symptom for detectig positio ad depth of the crack; the highest values are obviously reached durig a ru-dow trasiet whe approachig the resoat coditio at / critical speed. 3. CRACK DEPTH IDENTIFICATION The followig procedure has bee implemeted for the idetificatio of the crack depth. The L.S. idetificatio procedure, described i the previous paragraph, idetifies the crack positio i a particular elemet of the rotor, whose legth is kow from the D f.e.m. ad equal to l. The equivalet momet compoets M (x, x ad 3x rev. compoets) are applied to this elemet. These equivalet bedig momet compoets M, M ad M 3 have bee calculated from the correspodig x, x ad 3x rev. measured vibratioal behavior. The the statical bedig momet M i correspodece of the same elemet, due to the weight ad to bearig aligmet coditios, is calculated from model data. The ratios of the x rev. equivalet bedig momet M to the statical bedig momet M are all depedet o the relative crack depth p oly. This is represeted i Figure for the x, x ad 3x rev. compoet ad expressed by the relatioship i eq. (3). M = M f ( p) I the same figure also the curve M /M for a always ope crack (a slot or otch) is show: i this case the x rev. compoet oly is preset ad x ad 3x rev. compoet are abset. Eq. (3) ca the be used for determiig the crack depth. But, as show i (Bachschmid et al. ), the legth l c of the equivalet, reduced stiffess, beam elemet that simulates the behavior of the cracked beam, is also depedig o the relative crack depth p: l c () = g( p) D The fuctio g(p) is represeted i Figure. Now we have the equivalet bedig momets M which are applied to a elemet with a wrog legth: l istead of l c. It is worth otig that the x rev. measured displacemets are due to the relative rotatio of the cracked elemet extremity odes, which is proportioal to the product M l of the idetified x rev. bedig momet compoet applied to oe elemet of the f.e. model of the rotor, multiplied by its legth. The equivalet bedig momet compoet M, applied to a equivalet cracked beam elemet of legth l c, ca therefore be calculated as: M l = M l (5) c (3) 3

4 c / 3.5 M / M M / M M 3 / M M slot / M.6.5. M / M.5 l D % 5% % 5% % 5% 3% 35% % 5% 5% Crack relative depth Figure. Bedig momets ratio o the equivalet cracked beam, as a fuctio of crack relative depth for the x rev. compoet. % 5% % 5% % 5% 3% 35% % 5% 5% Crack relative depth Figure. Relatioship betwee the crack relative depth p, the diameter D ad the legth l c of equivalet beam..6.. f( p) g( p) x rev. f( p) g( p) x rev. f( p) g( p) 3x rev. f( p) g( p) x rev. slot f( p ) g( p) % 5% % 5% % 5% 3% 35% % 5% 5% Crack relative depth Figure 3. Fuctio for the calculatio of the crack depth. Figure. -bearig -composed shaft test rig of EDF-Electricité de Frace o rigid foudatio. By assumig that the statical bedig momet M applied to the origial elemet of legth l does ot chage much alog the elemet, the same M ca be cosidered applied to the elemet with equivalet legth l c. Recallig eq. (3) we ca derive: ad usig eq. () we get: M M l f ( (6) = = p) M M l c M l f ( p) g( p) (7) = M D Eq. (7), show i Figure 3 for the x rev. compoets, ca the be used for determiig, from the kow left had side, the relative depth of the crack.. EXPERIMENTAL RESULTS. EUROPE Test Rig Descriptio The EUROPE test rig, show i Figure, is composed by a shaft divided i three parts supported by two equal three lobe oil film bearigs. The omial diameter of the shaft is 7 mm ad the overall legth is 3.5 m. The distace betwee the bearigs is.88 m. The

5 total mass is 5 kg ad the mai iertia disk is of 5 kg. I this cofiguratio the st critical speed is close to 5 rpm. The supportig structure ca be cosidered as rigid i the speed rage 5 rpm. The proximity probes for the measuremets of relative shaft-joural vibratios are close to the bearigs, but ot iside of them, as usually occurs i real machies. Sice the cetral part of the rotor ca be disassembled, several types of crack ca be geerated. The crack, cosidered i this paper to validate the idetificatio procedure, has bee started from a otch ad made grow up to a depth of 33 mm, which correspods to a depth of 7% o a shaft of 7 mm of diameter. The possibility of disassemblig of the cetral part of the rotor has the mai advatage to ot dismout the etire rotor i order to create a crack. However this leads to some difficulties to have a valid referece case. I fact, by cosiderig a ru-dow of the ucracked rotor ad a ru-dow of a cracked oe, small differeces i aligmet might be itroduced whe the cetral part is coupled to the other extremities. Moreover, the cracked part presets usually a permaet bow due to the fatigue solicitatio used to geerate the crack (see also.3).. Referece Situatio Eve if the so-called referece situatio caot actually be cosidered as the true referece situatio of the same rotor i this test rig, due to the reaso previously expressed, evertheless it has bee used to calculate the vibratio differece. The measured referece situatio is reported i Figure 5 to Figure for the x, x ad 3x rev. compoets. From the aalysis of the x rev. compoet i Figure 5 ad Figure 6, it is evidet the critical speed at about 5 rpm ad that the rotor presets a bow which geerates aroud 5 µm at very low speed i bearig. As regards the x rev. compoet i Figure 7 ad Figure 8 the secod critical speed is rather evidet at about / of the critical speed, but also a peak at about rpm that idicates a o liear effect of the oil film ca be recogized. The relatively high value of the x rev. compoet i the secod bearig (about µm) at low speed, which remais the mai compoet over all the speed rage as is also show by the phase tred, idicates a geometrical error of the shaft (joural ovalizatio) i the bearig. The phase differece of 8 betwee horizotal ad vertical compoets is typical for ovalizatio errors. The 3x rev. compoet has very reduced amplitude i both bearigs (about µm ad µm respectively) ad is maily due to some oise, however a smaller peak at about /3 of the critical speed is recogizable. x -5 Bearig, Harm., Referece case -5 x Bearig, Harm., Referece case Figure 5. Referece case: x rev. vibratio compoets for bearig. 6 8 Figure 6. Referece case: x rev. vibratio compoets for bearig. 5

6 [m] x -6 3 Bearig, Harm., Referece case x Bearig, Harm., Referece case Figure 7. Referece case: x rev. vibratio compoets for bearig. 6 8 Figure 8. Referece case: x rev. vibratio compoets for bearig..5 x -6 Bearig, 3 Harm., Referece case.5 5 x -6 Bearig, 3 Harm., Referece case [m] Figure 9. Referece case: 3x rev. vibratio compoets for bearig. 6 8 Figure. Referece case: 3x rev. vibratio compoets for bearig..3 Cracked Rotor The experimetal measures obtaied with a crack of 7% depth of the diameter i the cetral sectio without subtractig the referece case are show i Figure -Figure 6. From the x rev. compoet (Figure ad Figure ) it ca be iferred that the rotor presets a permaet bow which is icreased with respect to the referece rotor. As regards the x rev. compoet, the high amplitude (about µm) of the peak at / critical speed is clearly due to the crack, which produces also a high resoace amplitude (about µm) of the 3x rev. compoet at /3 critical speed. By usig the measured vibratios due to the crack ad subtractig the referece case vibratios, a attempt to idetify the positio ad the depth of the crack has bee carried out. The results i Figure 7 show that the locatio of the crack is precisely idetified by all the three harmoic compoets. Moreover, the x rev. compoet idetifies the positio with a particularly reduced value of the relative residual. This result has bee obtaied by processig the experimetal data i the followig way: first the ubalaces o the disks were idetified, ad the the dyamical behavior due to the ubalaces oly has bee subtracted from measured data i order to obtai the bow iduced vibratios. This leads to a very good agreemet betwee the experimetal ad the simulated behavior for the x rev. compoet as show i Figure 8 ad Figure 9, i which bow ad ubalaces have bee superposed. 6

7 x -5 Bearig, Harm., 7% Crack depth 6 x -5 Bearig, Harm., 7% Crack depth Figure. 7% crack: x rev. vibratio compoets for bearig. 6 8 Figure. 7% crack: x rev. vibratio compoets for bearig. x -5 Bearig, Harm., 7% Crack depth 6 x -5 Bearig, Harm., 7% Crack depth Figure 3. 7% crack: x rev. vibratio compoets for bearig. 6 8 Figure. 7% crack: x rev. vibratio compoets for bearig. x Bearig 3, Harm., 7% Crack depth.5 x -5 Bearig, 3 Harm., 7% Crack depth Figure 5. 7% crack: 3x rev. vibratio compoets for bearig. Figure 6. 7% crack: 3x rev. vibratio compoets for bearig. As regards the x rev. compoet, the relative residual ca be cosidered as good, but the most remarkable result is the exact idetificatio of the depth of the crack. Also the simulated behavior i Figure ad Figure is good. As cocerig the 3x rev. compoet, the relative residual is quite high, but this ca be explaied by cosiderig that this compoet is ormally masked by oise. However, the residual curve presets a well defied miimum i 7

8 correspodece of the crack eve this is ot so evidet i Figure 7 due to the scale. For this compoet, the compariso is reported i Figure ad Figure 3. Crack Crack residual (x, x, 3x comp.) Residual:.8 Modulus:.e+3 x rev. Elemet: Residual:.567 Modulus: 3.e+ x rev. Elemet: 3 Phase:. (+8) Crack depth: 7. % Residual:.976 Modulus: 5.9e+ 3x rev. Elemet: 3 Figure 7. 7% cracked shaft. Relative residuals of the crack idetificatio. 6 x -5 7% Crack depth, simulated vs. experimetal, bearig, harm. Aalytical Aalytical Experimetal (differece) Experimetal (differece) 8 x % Crack depth, simulated vs. experimetal, bearig, harm Aalytical Aalytical Experimetal (differece) Experimetal (differece) 6 8 Figure 8. 7% crack: compariso betwee simulated ad experimetal (differeces) x rev. vibratio compoets for bearig. 6 8 Figure 9. 7% crack: compariso betwee simulated ad experimetal (differeces) x rev. vibratio compoets for bearig. x -5 7% Crack depth, simulated vs. experimetal, bearig, harm. Aalytical Aalytical Experimetal (differece) Experimetal (differece) 6 x -5 7% Crack depth, simulated vs. experimetal, bearig, harm. Aalytical Aalytical Experimetal (differece) Experimetal (differece) Figure. 7% crack: compariso betwee simulated ad experimetal (differeces) x rev. vibratio compoets for bearig. 6 8 Figure. 7% crack: compariso betwee simulated ad experimetal (differeces) x rev. vibratio compoets for bearig. 8

9 x -5 7% Crack depth, simulated vs. experimetal, bearig, 3 harm. Aalytical Aalytical Experimetal (differece) Experimetal (differece) x -5 7% Crack depth, simulated vs. experimetal, bearig, 3 harm. Aalytical.5 Aalytical Experimetal (differece) Experimetal (differece) Figure. 7% crack: compariso betwee simulated ad experimetal (differeces) 3x rev. vibratio compoets for bearig. 6 8 Figure 3. 7% crack: compariso betwee simulated ad experimetal (differeces) 3x rev. vibratio compoets for bearig. 5 CONCLUSIONS These results, alog with others referred to other test rigs or to other crack depths o the EUROPE test rig, validate the method proposed by the authors to idetify the crack. 6 ACKNOWLEDGEMENTS This work is partially fuded by the MURST (Italia Miistry for the Uiversity ad Scietific Research) Cofiaziameto IDENTIFICAZIONE DI MALFUNZIONAMENTI IN SISTEMI MECCANICI for the year REFERENCES Alliaz, 987, ALLIANZ Berichte, r. Nov. 987, ISSN Bachschmid N., Vaia A., Tazi E. ad Peacchi P., 999, Idetificatio ad Simulatio of Faults i Rotor Systems: Experimetal Results, Proc. of EURO DINAME 99 - Dyamic Problems i Mechaics ad Mechatroics, Wisseschaftszetrum Schloß Reiseburg der Uiversität Ulm, -6 July 999, Güzburg, Germay, pp. 3-. Bachschmid, N., Vaia, A. ad Audebert, S.,, A Compariso of Differet Methods for Trasverse Crack Modellig i Rotor Systems, Proc. of ISROMAC-8 Coferece, 6-3 March, Hoolulu, Hawaii, ISBN X, pp Dimarogoas, A.D., 996, Vibratio of cracked structures. A state of the art review, Egieerig Fracture Mechaics, 55, pp

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

Damped Vibration of a Non-prismatic Beam with a Rotational Spring

Damped Vibration of a Non-prismatic Beam with a Rotational Spring Vibratios i Physical Systems Vol.6 (0) Damped Vibratio of a No-prismatic Beam with a Rotatioal Sprig Wojciech SOCHACK stitute of Mechaics ad Fudametals of Machiery Desig Uiversity of Techology, Czestochowa,

More information

567. Research of Dynamics of a Vibration Isolation Platform

567. Research of Dynamics of a Vibration Isolation Platform 567. Research of Dyamics of a Vibratio Isolatio Platform A. Kilikevičius, M. Jurevičius 2, M. Berba 3 Vilius Gedimias Techical Uiversity, Departmet of Machie buildig, J. Basaavičiaus str. 28, LT-03224

More information

ANALYSIS OF EXPERIMENTAL ERRORS

ANALYSIS OF EXPERIMENTAL ERRORS ANALYSIS OF EXPERIMENTAL ERRORS All physical measuremets ecoutered i the verificatio of physics theories ad cocepts are subject to ucertaities that deped o the measurig istrumets used ad the coditios uder

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

MONITORING THE STABILITY OF SLOPES BY GPS

MONITORING THE STABILITY OF SLOPES BY GPS MONITORING THE STABILITY OF SLOPES BY GPS Prof. S. Sakurai Costructio Egieerig Research Istitute Foudatio, Japa Prof. N. Shimizu Dept. of Civil Egieerig, Yamaguchi Uiversity, Japa ABSTRACT The stability

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

A STUDY OF VIBRATION MEASURING AND FATIGUE ANALYSIS FOR CANTILEVER BEAMS

A STUDY OF VIBRATION MEASURING AND FATIGUE ANALYSIS FOR CANTILEVER BEAMS Joural of Techology, Vol. 3, No., pp. 47-56 (07) 47, * LabView ANSYS A STUDY OF VIBRATION MEASURING AND FATIGUE ANALYSIS FOR CANTILEVER BEAMS Yuo-Ter Tsai, * Hsie-Yag Li Departmet of Mechaical Egieerig

More information

Probability, Expectation Value and Uncertainty

Probability, Expectation Value and Uncertainty Chapter 1 Probability, Expectatio Value ad Ucertaity We have see that the physically observable properties of a quatum system are represeted by Hermitea operators (also referred to as observables ) such

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

DETERMINATION OF MECHANICAL PROPERTIES OF A NON- UNIFORM BEAM USING THE MEASUREMENT OF THE EXCITED LONGITUDINAL ELASTIC VIBRATIONS.

DETERMINATION OF MECHANICAL PROPERTIES OF A NON- UNIFORM BEAM USING THE MEASUREMENT OF THE EXCITED LONGITUDINAL ELASTIC VIBRATIONS. ICSV4 Cairs Australia 9- July 7 DTRMINATION OF MCHANICAL PROPRTIS OF A NON- UNIFORM BAM USING TH MASURMNT OF TH XCITD LONGITUDINAL LASTIC VIBRATIONS Pavel Aokhi ad Vladimir Gordo Departmet of the mathematics

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

577. Estimation of surface roughness using high frequency vibrations

577. Estimation of surface roughness using high frequency vibrations 577. Estimatio of surface roughess usig high frequecy vibratios V. Augutis, M. Sauoris, Kauas Uiversity of Techology Electroics ad Measuremets Systems Departmet Studetu str. 5-443, LT-5368 Kauas, Lithuaia

More information

a b c d e f g h Supplementary Information

a b c d e f g h Supplementary Information Supplemetary Iformatio a b c d e f g h Supplemetary Figure S STM images show that Dark patters are frequetly preset ad ted to accumulate. (a) mv, pa, m ; (b) mv, pa, m ; (c) mv, pa, m ; (d) mv, pa, m ;

More information

System Diagnostics using Kalman Filter Estimation Error

System Diagnostics using Kalman Filter Estimation Error System Diagostics usig Kalma Filter Estimatio Error Prof. Seugchul Lee, Seugtae Park, Heechag Kim, Hyusuk Huh ICMR2015 (11/25/2015) Machie Health Diagostics Desig Desig DNA + + Blue Prit phagocytes lymphocytes

More information

True Nature of Potential Energy of a Hydrogen Atom

True Nature of Potential Energy of a Hydrogen Atom True Nature of Potetial Eergy of a Hydroge Atom Koshu Suto Key words: Bohr Radius, Potetial Eergy, Rest Mass Eergy, Classical Electro Radius PACS codes: 365Sq, 365-w, 33+p Abstract I cosiderig the potetial

More information

Journal of Computational Physics 149, (1999) Article ID jcph , available online at

Journal of Computational Physics 149, (1999) Article ID jcph , available online at Joural of Computatioal Physics 149, 418 422 (1999) Article ID jcph.1998.6131, available olie at http://www.idealibrary.com o NOTE Defiig Wave Amplitude i Characteristic Boudary Coditios Key Words: Euler

More information

DYNAMIC ANALYSIS OF BEAM-LIKE STRUCTURES SUBJECT TO MOVING LOADS

DYNAMIC ANALYSIS OF BEAM-LIKE STRUCTURES SUBJECT TO MOVING LOADS DYNAMIC ANALYSIS OF BEAM-LIKE STRUCTURES SUBJECT TO MOVING LOADS Ivaa Štimac 1, Ivica Kožar 1 M.Sc,Assistat, Ph.D. Professor 1, Faculty of Civil Egieerig, Uiverity of Rieka, Croatia INTRODUCTION The vehicle-iduced

More information

Senvion SE Franz-Lenz-Str. 1, Osnabrück, Germany

Senvion SE Franz-Lenz-Str. 1, Osnabrück, Germany Iteratioal Wid Egieerig Coferece IWEC 014 WAVE INDUCED FATIGUE LOADS ON MONOPILES - NEW APPROACHES FOR LUMPING OF SCATTER TABLES AND SITE SPECIFIC INTERPOLATION OF FATIGUE LOADS M. SEIDEL Sevio SE Fraz-Lez-Str.

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

Lecture 2: Monte Carlo Simulation

Lecture 2: Monte Carlo Simulation STAT/Q SCI 43: Itroductio to Resamplig ethods Sprig 27 Istructor: Ye-Chi Che Lecture 2: ote Carlo Simulatio 2 ote Carlo Itegratio Assume we wat to evaluate the followig itegratio: e x3 dx What ca we do?

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

Analysis of composites with multiple rigid-line reinforcements by the BEM

Analysis of composites with multiple rigid-line reinforcements by the BEM Aalysis of composites with multiple rigid-lie reiforcemets by the BEM Piotr Fedeliski* Departmet of Stregth of Materials ad Computatioal Mechaics, Silesia Uiversity of Techology ul. Koarskiego 18A, 44-100

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

PAijpam.eu ON TENSOR PRODUCT DECOMPOSITION

PAijpam.eu ON TENSOR PRODUCT DECOMPOSITION Iteratioal Joural of Pure ad Applied Mathematics Volume 103 No 3 2015, 537-545 ISSN: 1311-8080 (prited versio); ISSN: 1314-3395 (o-lie versio) url: http://wwwijpameu doi: http://dxdoiorg/1012732/ijpamv103i314

More information

Quadratic Functions. Before we start looking at polynomials, we should know some common terminology.

Quadratic Functions. Before we start looking at polynomials, we should know some common terminology. Quadratic Fuctios I this sectio we begi the study of fuctios defied by polyomial expressios. Polyomial ad ratioal fuctios are the most commo fuctios used to model data, ad are used extesively i mathematical

More information

Balancing. Rotating Components Examples of rotating components in a mechanism or a machine. (a)

Balancing. Rotating Components Examples of rotating components in a mechanism or a machine. (a) alacig NOT COMPLETE Rotatig Compoets Examples of rotatig compoets i a mechaism or a machie. Figure 1: Examples of rotatig compoets: camshaft; crakshaft Sigle-Plae (Static) alace Cosider a rotatig shaft

More information

A PROCEDURE TO MODIFY THE FREQUENCY AND ENVELOPE CHARACTERISTICS OF EMPIRICAL GREEN'S FUNCTION. Lin LU 1 SUMMARY

A PROCEDURE TO MODIFY THE FREQUENCY AND ENVELOPE CHARACTERISTICS OF EMPIRICAL GREEN'S FUNCTION. Lin LU 1 SUMMARY A POCEDUE TO MODIFY THE FEQUENCY AND ENVELOPE CHAACTEISTICS OF EMPIICAL GEEN'S FUNCTION Li LU SUMMAY Semi-empirical method, which divides the fault plae of large earthquake ito mets ad uses small groud

More information

Wind Energy Explained, 2 nd Edition Errata

Wind Energy Explained, 2 nd Edition Errata Wid Eergy Explaied, d Editio Errata This summarizes the ko errata i Wid Eergy Explaied, d Editio. The errata ere origially compiled o July 6, 0. Where possible, the chage or locatio of the chage is oted

More information

FAILURE CRITERIA: MOHR S CIRCLE AND PRINCIPAL STRESSES

FAILURE CRITERIA: MOHR S CIRCLE AND PRINCIPAL STRESSES LECTURE Third Editio FAILURE CRITERIA: MOHR S CIRCLE AND PRINCIPAL STRESSES A. J. Clark School of Egieerig Departmet of Civil ad Evirometal Egieerig Chapter 7.4 b Dr. Ibrahim A. Assakkaf SPRING 3 ENES

More information

Scheduling under Uncertainty using MILP Sensitivity Analysis

Scheduling under Uncertainty using MILP Sensitivity Analysis Schedulig uder Ucertaity usig MILP Sesitivity Aalysis M. Ierapetritou ad Zheya Jia Departmet of Chemical & Biochemical Egieerig Rutgers, the State Uiversity of New Jersey Piscataway, NJ Abstract The aim

More information

4.3 Growth Rates of Solutions to Recurrences

4.3 Growth Rates of Solutions to Recurrences 4.3. GROWTH RATES OF SOLUTIONS TO RECURRENCES 81 4.3 Growth Rates of Solutios to Recurreces 4.3.1 Divide ad Coquer Algorithms Oe of the most basic ad powerful algorithmic techiques is divide ad coquer.

More information

8. СОВЕТУВАЊЕ. Охрид, септември ANALYSIS OF NO LOAD APPARENT POWER AND FREQUENCY SPECTRUM OF MAGNETIZING CURRENT FOR DIFFERENT CORE TYPES

8. СОВЕТУВАЊЕ. Охрид, септември ANALYSIS OF NO LOAD APPARENT POWER AND FREQUENCY SPECTRUM OF MAGNETIZING CURRENT FOR DIFFERENT CORE TYPES 8. СОВЕТУВАЊЕ Охрид, 22 24 септември Leoardo Štrac Frajo Keleme Kočar Power Trasformers Ltd. ANALYSS OF NO LOAD APPARENT POWER AND FREQENCY SPECTRM OF MAGNETZNG CRRENT FOR DFFERENT CORE TYPES ABSTRACT

More information

Session 5. (1) Principal component analysis and Karhunen-Loève transformation

Session 5. (1) Principal component analysis and Karhunen-Loève transformation 200 Autum semester Patter Iformatio Processig Topic 2 Image compressio by orthogoal trasformatio Sessio 5 () Pricipal compoet aalysis ad Karhue-Loève trasformatio Topic 2 of this course explais the image

More information

REGRESSION (Physics 1210 Notes, Partial Modified Appendix A)

REGRESSION (Physics 1210 Notes, Partial Modified Appendix A) REGRESSION (Physics 0 Notes, Partial Modified Appedix A) HOW TO PERFORM A LINEAR REGRESSION Cosider the followig data poits ad their graph (Table I ad Figure ): X Y 0 3 5 3 7 4 9 5 Table : Example Data

More information

Dynamic Response of Second Order Mechanical Systems with Viscous Dissipation forces

Dynamic Response of Second Order Mechanical Systems with Viscous Dissipation forces Hadout #b (pp. 4-55) Dyamic Respose o Secod Order Mechaical Systems with Viscous Dissipatio orces M X + DX + K X = F t () Periodic Forced Respose to F (t) = F o si( t) ad F (t) = M u si(t) Frequecy Respose

More information

SOLID MECHANICS TUTORIAL BALANCING OF RECIPROCATING MACHINERY

SOLID MECHANICS TUTORIAL BALANCING OF RECIPROCATING MACHINERY SOLID MECHANICS TUTORIAL BALANCING OF RECIPROCATING MACHINERY This work covers elemets of the syllabus for the Egieerig Coucil Exam D5 Dyamics of Mechaical Systems. O completio of this tutorial you should

More information

Hydrogen (atoms, molecules) in external fields. Static electric and magnetic fields Oscyllating electromagnetic fields

Hydrogen (atoms, molecules) in external fields. Static electric and magnetic fields Oscyllating electromagnetic fields Hydroge (atoms, molecules) i exteral fields Static electric ad magetic fields Oscyllatig electromagetic fields Everythig said up to ow has to be modified more or less strogly if we cosider atoms (ad ios)

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

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

Apply change-of-basis formula to rewrite x as a linear combination of eigenvectors v j.

Apply change-of-basis formula to rewrite x as a linear combination of eigenvectors v j. Eigevalue-Eigevector Istructor: Nam Su Wag eigemcd Ay vector i real Euclidea space of dimesio ca be uiquely epressed as a liear combiatio of liearly idepedet vectors (ie, basis) g j, j,,, α g α g α g α

More information

Infinite Sequences and Series

Infinite Sequences and Series Chapter 6 Ifiite Sequeces ad Series 6.1 Ifiite Sequeces 6.1.1 Elemetary Cocepts Simply speakig, a sequece is a ordered list of umbers writte: {a 1, a 2, a 3,...a, a +1,...} where the elemets a i represet

More information

DISTRIBUTION LAW Okunev I.V.

DISTRIBUTION LAW Okunev I.V. 1 DISTRIBUTION LAW Okuev I.V. Distributio law belogs to a umber of the most complicated theoretical laws of mathematics. But it is also a very importat practical law. Nothig ca help uderstad complicated

More information

CEE 522 Autumn Uncertainty Concepts for Geotechnical Engineering

CEE 522 Autumn Uncertainty Concepts for Geotechnical Engineering CEE 5 Autum 005 Ucertaity Cocepts for Geotechical Egieerig Basic Termiology Set A set is a collectio of (mutually exclusive) objects or evets. The sample space is the (collectively exhaustive) collectio

More information

PILOT STUDY ON THE HORIZONTAL SHEAR BEHAVIOUR OF FRP RUBBER ISOLATORS

PILOT STUDY ON THE HORIZONTAL SHEAR BEHAVIOUR OF FRP RUBBER ISOLATORS Asia-Pacific Coferece o FRP i Structures (APFIS 2007) S.T. Smith (ed) 2007 Iteratioal Istitute for FRP i Costructio PILOT STUDY ON THE HORIZONTAL SHEAR BEHAVIOUR OF FRP RUBBER ISOLATORS T.B. Peg *, J.Z.

More information

Chapter 6 Overview: Sequences and Numerical Series. For the purposes of AP, this topic is broken into four basic subtopics:

Chapter 6 Overview: Sequences and Numerical Series. For the purposes of AP, this topic is broken into four basic subtopics: Chapter 6 Overview: Sequeces ad Numerical Series I most texts, the topic of sequeces ad series appears, at first, to be a side topic. There are almost o derivatives or itegrals (which is what most studets

More information

Properties and Hypothesis Testing

Properties and Hypothesis Testing Chapter 3 Properties ad Hypothesis Testig 3.1 Types of data The regressio techiques developed i previous chapters ca be applied to three differet kids of data. 1. Cross-sectioal data. 2. Time series data.

More information

Chapter 7: Numerical Series

Chapter 7: Numerical Series Chapter 7: Numerical Series Chapter 7 Overview: Sequeces ad Numerical Series I most texts, the topic of sequeces ad series appears, at first, to be a side topic. There are almost o derivatives or itegrals

More information

Statistics 511 Additional Materials

Statistics 511 Additional Materials Cofidece Itervals o mu Statistics 511 Additioal Materials This topic officially moves us from probability to statistics. We begi to discuss makig ifereces about the populatio. Oe way to differetiate probability

More information

Vibratory Motion. Prof. Zheng-yi Feng NCHU SWC. National CHung Hsing University, Department of Soil and Water Conservation

Vibratory Motion. Prof. Zheng-yi Feng NCHU SWC. National CHung Hsing University, Department of Soil and Water Conservation Vibratory Motio Prof. Zheg-yi Feg NCHU SWC 1 Types of vibratory motio Periodic motio Noperiodic motio See Fig. A1, p.58 Harmoic motio Periodic motio Trasiet motio impact Trasiet motio earthquake A powerful

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

The Scattering Matrix

The Scattering Matrix 2/23/7 The Scatterig Matrix 723 1/13 The Scatterig Matrix At low frequecies, we ca completely characterize a liear device or etwork usig a impedace matrix, which relates the currets ad voltages at each

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

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

Numerical Simulation of Thermomechanical Problems in Applied Mechanics: Application to Solidification Problem

Numerical Simulation of Thermomechanical Problems in Applied Mechanics: Application to Solidification Problem Leoardo Joural of Scieces ISSN 1583-0233 Issue 9, July-December 2006 p. 25-32 Numerical Simulatio of Thermomechaical Problems i Applied Mechaics: Applicatio to Solidificatio Problem Vicet Obiajulu OGWUAGWU

More information

Natural frequencies, mode shapes and modal damping values are the most important parameters to

Natural frequencies, mode shapes and modal damping values are the most important parameters to Abstract Natural frequecies, mode shapes ad modal dampig values are the most importat parameters to describe the oise ad vibratio behaviour of a mechaical system. For rotatig machiery, however, the directivity

More information

Lecture 6 Chi Square Distribution (χ 2 ) and Least Squares Fitting

Lecture 6 Chi Square Distribution (χ 2 ) and Least Squares Fitting Lecture 6 Chi Square Distributio (χ ) ad Least Squares Fittig Chi Square Distributio (χ ) Suppose: We have a set of measuremets {x 1, x, x }. We kow the true value of each x i (x t1, x t, x t ). We would

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

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

MECHANICAL INTEGRITY DESIGN FOR FLARE SYSTEM ON FLOW INDUCED VIBRATION

MECHANICAL INTEGRITY DESIGN FOR FLARE SYSTEM ON FLOW INDUCED VIBRATION MECHANICAL INTEGRITY DESIGN FOR FLARE SYSTEM ON FLOW INDUCED VIBRATION Hisao Izuchi, Pricipal Egieerig Cosultat, Egieerig Solutio Uit, ChAS Project Operatios Masato Nishiguchi, Egieerig Solutio Uit, ChAS

More information

Optimum LMSE Discrete Transform

Optimum LMSE Discrete Transform Image Trasformatio Two-dimesioal image trasforms are extremely importat areas of study i image processig. The image output i the trasformed space may be aalyzed, iterpreted, ad further processed for implemetig

More information

Number of fatalities X Sunday 4 Monday 6 Tuesday 2 Wednesday 0 Thursday 3 Friday 5 Saturday 8 Total 28. Day

Number of fatalities X Sunday 4 Monday 6 Tuesday 2 Wednesday 0 Thursday 3 Friday 5 Saturday 8 Total 28. Day LECTURE # 8 Mea Deviatio, Stadard Deviatio ad Variace & Coefficiet of variatio Mea Deviatio Stadard Deviatio ad Variace Coefficiet of variatio First, we will discuss it for the case of raw data, ad the

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

Exponential transient rotating waves and their bifurcations in a ring of unidirectionally coupled bistable Lorenz systems

Exponential transient rotating waves and their bifurcations in a ring of unidirectionally coupled bistable Lorenz systems Available olie at www.sciecedirect.com Procedia IUTAM 5 (2012 ) 283 287 IUTAM Symposium o 50 Years of Chaos: Applied ad Theoretical Expoetial trasiet rotatig waves ad their bifurcatios i a rig of uidirectioally

More information

An Introduction to Randomized Algorithms

An Introduction to Randomized Algorithms A Itroductio to Radomized Algorithms The focus of this lecture is to study a radomized algorithm for quick sort, aalyze it usig probabilistic recurrece relatios, ad also provide more geeral tools for aalysis

More information

Tracking Bearing Degradation using Gaussian Wavelets

Tracking Bearing Degradation using Gaussian Wavelets Trackig Bearig Degradatio usig Gaussia Wavelets Toy Galati 1 1 Aerospace Divisio, Defece Sciece ad Techology Group, 56 Lorimer Street, Fishermas Bed, Victoria, 37, Australia Abstract This paper ivestigates

More information

THE SYSTEMATIC AND THE RANDOM. ERRORS - DUE TO ELEMENT TOLERANCES OF ELECTRICAL NETWORKS

THE SYSTEMATIC AND THE RANDOM. ERRORS - DUE TO ELEMENT TOLERANCES OF ELECTRICAL NETWORKS R775 Philips Res. Repts 26,414-423, 1971' THE SYSTEMATIC AND THE RANDOM. ERRORS - DUE TO ELEMENT TOLERANCES OF ELECTRICAL NETWORKS by H. W. HANNEMAN Abstract Usig the law of propagatio of errors, approximated

More information

LOSS-MINIMIZATION CONTROL OF SCALAR- CONTROLLED INDUCTION MOTOR DRIVES

LOSS-MINIMIZATION CONTROL OF SCALAR- CONTROLLED INDUCTION MOTOR DRIVES LOSS-MINIMIZATION CONTROL OF SCALAR- CONTROLLED INDUCTION MOTOR DRIVES Hussei Sarha, Rateb Al-Issa, ad Qazem Jaber Departmet of Mechatroics Egieerig, Faculty of Egieerig Techology Al-Balqa Applied Uiversity,

More information

Lecture 6 Chi Square Distribution (χ 2 ) and Least Squares Fitting

Lecture 6 Chi Square Distribution (χ 2 ) and Least Squares Fitting Lecture 6 Chi Square Distributio (χ ) ad Least Squares Fittig Chi Square Distributio (χ ) Suppose: We have a set of measuremets {x 1, x, x }. We kow the true value of each x i (x t1, x t, x t ). We would

More information

Sequences A sequence of numbers is a function whose domain is the positive integers. We can see that the sequence

Sequences A sequence of numbers is a function whose domain is the positive integers. We can see that the sequence Sequeces A sequece of umbers is a fuctio whose domai is the positive itegers. We ca see that the sequece 1, 1, 2, 2, 3, 3,... is a fuctio from the positive itegers whe we write the first sequece elemet

More information

A sequence of numbers is a function whose domain is the positive integers. We can see that the sequence

A sequence of numbers is a function whose domain is the positive integers. We can see that the sequence Sequeces A sequece of umbers is a fuctio whose domai is the positive itegers. We ca see that the sequece,, 2, 2, 3, 3,... is a fuctio from the positive itegers whe we write the first sequece elemet as

More information

Dynamic Instability of Taut Mooring Lines Subjected to Bi-frequency Parametric Excitation

Dynamic Instability of Taut Mooring Lines Subjected to Bi-frequency Parametric Excitation Proceedigs of the 1 th Iteratioal Coferece o the Stability of Ships ad Ocea Vehicles, 14-19 Jue 15, Glasgow, UK. Dyamic Istability of Taut Moorig Lies Subjected to Bi-frequecy Parametric Excitatio Aiju

More information

OPTIMAL ALGORITHMS -- SUPPLEMENTAL NOTES

OPTIMAL ALGORITHMS -- SUPPLEMENTAL NOTES OPTIMAL ALGORITHMS -- SUPPLEMENTAL NOTES Peter M. Maurer Why Hashig is θ(). As i biary search, hashig assumes that keys are stored i a array which is idexed by a iteger. However, hashig attempts to bypass

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 Pendulum. Purpose

The Pendulum. Purpose The Pedulum Purpose To carry out a example illustratig how physics approaches ad solves problems. The example used here is to explore the differet factors that determie the period of motio of a pedulum.

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

11 Correlation and Regression

11 Correlation and Regression 11 Correlatio Regressio 11.1 Multivariate Data Ofte we look at data where several variables are recorded for the same idividuals or samplig uits. For example, at a coastal weather statio, we might record

More information

x a x a Lecture 2 Series (See Chapter 1 in Boas)

x a x a Lecture 2 Series (See Chapter 1 in Boas) Lecture Series (See Chapter i Boas) A basic ad very powerful (if pedestria, recall we are lazy AD smart) way to solve ay differetial (or itegral) equatio is via a series expasio of the correspodig solutio

More information

FREE VIBRATIONS OF SIMPLY SUPPORTED BEAMS USING FOURIER SERIES

FREE VIBRATIONS OF SIMPLY SUPPORTED BEAMS USING FOURIER SERIES Abdullah : FREE VIBRATIONS OF SIMPY SUPPORTED BEAMS FREE VIBRATIONS OF SIMPY SUPPORTED BEAMS USING FOURIER SERIES SAWA MUBARAK ABDUAH Assistat ecturer Uiversity of Mosul Abstract Fourier series will be

More information

METHOD OF FUNDAMENTAL SOLUTIONS FOR HELMHOLTZ EIGENVALUE PROBLEMS IN ELLIPTICAL DOMAINS

METHOD OF FUNDAMENTAL SOLUTIONS FOR HELMHOLTZ EIGENVALUE PROBLEMS IN ELLIPTICAL DOMAINS Please cite this article as: Staisław Kula, Method of fudametal solutios for Helmholtz eigevalue problems i elliptical domais, Scietific Research of the Istitute of Mathematics ad Computer Sciece, 009,

More information

Statistical Fundamentals and Control Charts

Statistical Fundamentals and Control Charts Statistical Fudametals ad Cotrol Charts 1. Statistical Process Cotrol Basics Chace causes of variatio uavoidable causes of variatios Assigable causes of variatio large variatios related to machies, materials,

More information

ECON 3150/4150, Spring term Lecture 3

ECON 3150/4150, Spring term Lecture 3 Itroductio Fidig the best fit by regressio Residuals ad R-sq Regressio ad causality Summary ad ext step ECON 3150/4150, Sprig term 2014. Lecture 3 Ragar Nymoe Uiversity of Oslo 21 Jauary 2014 1 / 30 Itroductio

More information

PSYCHOLOGICAL RESEARCH (PYC 304-C) Lecture 9

PSYCHOLOGICAL RESEARCH (PYC 304-C) Lecture 9 Hypothesis testig PSYCHOLOGICAL RESEARCH (PYC 34-C Lecture 9 Statistical iferece is that brach of Statistics i which oe typically makes a statemet about a populatio based upo the results of a sample. I

More information

62. Power series Definition 16. (Power series) Given a sequence {c n }, the series. c n x n = c 0 + c 1 x + c 2 x 2 + c 3 x 3 +

62. Power series Definition 16. (Power series) Given a sequence {c n }, the series. c n x n = c 0 + c 1 x + c 2 x 2 + c 3 x 3 + 62. Power series Defiitio 16. (Power series) Give a sequece {c }, the series c x = c 0 + c 1 x + c 2 x 2 + c 3 x 3 + is called a power series i the variable x. The umbers c are called the coefficiets of

More information

First, note that the LS residuals are orthogonal to the regressors. X Xb X y = 0 ( normal equations ; (k 1) ) So,

First, note that the LS residuals are orthogonal to the regressors. X Xb X y = 0 ( normal equations ; (k 1) ) So, 0 2. OLS Part II The OLS residuals are orthogoal to the regressors. If the model icludes a itercept, the orthogoality of the residuals ad regressors gives rise to three results, which have limited practical

More information

Chapter 9 - CD companion 1. A Generic Implementation; The Common-Merge Amplifier. 1 τ is. ω ch. τ io

Chapter 9 - CD companion 1. A Generic Implementation; The Common-Merge Amplifier. 1 τ is. ω ch. τ io Chapter 9 - CD compaio CHAPTER NINE CD-9.2 CD-9.2. Stages With Voltage ad Curret Gai A Geeric Implemetatio; The Commo-Merge Amplifier The advaced method preseted i the text for approximatig cutoff frequecies

More information

POWER SERIES SOLUTION OF FIRST ORDER MATRIX DIFFERENTIAL EQUATIONS

POWER SERIES SOLUTION OF FIRST ORDER MATRIX DIFFERENTIAL EQUATIONS Joural of Applied Mathematics ad Computatioal Mechaics 4 3(3) 3-8 POWER SERIES SOLUION OF FIRS ORDER MARIX DIFFERENIAL EQUAIONS Staisław Kukla Izabela Zamorska Istitute of Mathematics Czestochowa Uiversity

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

Output Analysis (2, Chapters 10 &11 Law)

Output Analysis (2, Chapters 10 &11 Law) B. Maddah ENMG 6 Simulatio Output Aalysis (, Chapters 10 &11 Law) Comparig alterative system cofiguratio Sice the output of a simulatio is radom, the comparig differet systems via simulatio should be doe

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

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

Castiel, Supernatural, Season 6, Episode 18

Castiel, Supernatural, Season 6, Episode 18 13 Differetial Equatios the aswer to your questio ca best be epressed as a series of partial differetial equatios... Castiel, Superatural, Seaso 6, Episode 18 A differetial equatio is a mathematical equatio

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

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

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

Free Space Optical Wireless Communications under Turbulence Channel Effect

Free Space Optical Wireless Communications under Turbulence Channel Effect IOSR Joural of Electroics ad Commuicatio Egieerig (IOSR-JECE) e-issn: 78-834,p- ISSN: 78-8735.Volume 9, Issue 3, Ver. III (May - Ju. 014), PP 01-08 Free Space Optical Wireless Commuicatios uder Turbulece

More information

Recurrence Relations

Recurrence Relations Recurrece Relatios Aalysis of recursive algorithms, such as: it factorial (it ) { if (==0) retur ; else retur ( * factorial(-)); } Let t be the umber of multiplicatios eeded to calculate factorial(). The

More information

Essential Question How can you recognize an arithmetic sequence from its graph?

Essential Question How can you recognize an arithmetic sequence from its graph? . Aalyzig Arithmetic Sequeces ad Series COMMON CORE Learig Stadards HSF-IF.A.3 HSF-BF.A. HSF-LE.A. Essetial Questio How ca you recogize a arithmetic sequece from its graph? I a arithmetic sequece, the

More information

1 of 7 7/16/2009 6:06 AM Virtual Laboratories > 6. Radom Samples > 1 2 3 4 5 6 7 6. Order Statistics Defiitios Suppose agai that we have a basic radom experimet, ad that X is a real-valued radom variable

More information

The target reliability and design working life

The target reliability and design working life Safety ad Security Egieerig IV 161 The target reliability ad desig workig life M. Holický Kloker Istitute, CTU i Prague, Czech Republic Abstract Desig workig life ad target reliability levels recommeded

More information