MODAL ANALYSIS OF THREE-WHEELER AUTOCHASSIS USING ANSYS

Size: px
Start display at page:

Download "MODAL ANALYSIS OF THREE-WHEELER AUTOCHASSIS USING ANSYS"

Transcription

1 Iteratioal Joural of Mechaical Egieerig ad Techolog (IJMET) Volume, Issue, Februar 9, pp;76-75, rticle ID: IJMET 74 vailable olie at ISSN Prit: ad ISSN Olie: IEME Publicatio Scopus Idexed MODL NLYSIS OF THREE-WHEELER UTOCHSSIS USING NSYS N.S.Prasaa Rao Professor, Dept of Mechaical Egieerig, shoka Istitute of Egieerig ad Techolg, Hderabad - Telegaa State, Idia. P. Suil Kumar ssistat Professor, Departmet of Mechaical Egieerig, shoka Istitute of Egieerig ad Techolg, Hderabad BSTRCT The reasos for maufacturers ivest their time ad moe i order to improve the Performace of damic characteristics. I modal aalsis, Damic behavior of the vehicle ca be observed. it is essetial to estimate atural frequecies to avoid the resoace coditios. For proper Ride comfort ad safet i the preset research atural frequecies are determied uder pa load ad without paload coditios of the chassis i roll mode, pitch mode, tramp mode. Kewords: Modal aalsis,three wheel chassis,mode shapes. Cite this rticle N.S.Prasaa Rao ad P. Suil Kumar,Performace Modal alsis Of Three-Wheeler utochassis Usig ss. Iteratioal Joural of Mechaical Egieerig ad Techolog ()(), pp;76-75, THREE-WHEELED UTO CHSSIS MODEL DESCRIPTION Baa Rear egie (Diesel) is selected for aalsis purpose. The overall legth of the chassis is 65mm ad the wheelbase is mm. The specificatios of the vehicle are show i Table editor@iaeme.com

2 Modal alsis of Three-Wheeler utochassis Usig ss Table. Model discriptio summar Compoets Egie Tpe Power Dimesios Weights: Specificatio Sigle clider 4-stroke Diesel Egie 3 rpm Legth: 65 mm Width: 3 mm Height: 7 mm Wheel base: mm Groud clearace: 7 mm Kerb weight: 353 kg Gross Vehicle Weight: 68 kg Max. paload: 33 kg. NSYS MODEL FOR THREE WHEELED CHSSIS The model cosists of chassis elemets, suspesio ad tres ad the specificatios values are listed i the Table. Descriptio Table. Stiffess ad Dampig values Stiffess (K)(N/m) Dampig Coefficiet (C)(N-s/m) Frot Suspesio 3,7 3,5 Rear Right Suspesio 49,8,7.5 Rear Left Suspesio 5,4,7.5 Frot Tre,38,6 557 Rear Right Tre,5, Rear Left Tre,5, MTHEMTICL BCKGROUND. MODL NLYSIS I modal aalsis there will be o excitatio forces actig o the sstem. I the preset work the u-damped case is cosidered. Therefore assume, F ; [C] () B substitutig equatios (5.) i geeral equatio of motio (5.9) it ca be modified as, as, [M] Q + [K] Q () as the displacemets i pricipal modes are siusoidal, the displacemet ca be assumed B differetiatig twice, we get, Substitutig these i equatio () we get Q U si t Q - U max si t - [M]U max si t+[k] U max si t 77 editor@iaeme.com

3 Rearragig the above equatio ields, N.S.Prasaa Rao ad P. Suil Kumar [K] U max [M] U max Pre-multiplig with [K] ad rearragig it become, Let us cosider [][K ][M] ad Thus, the above equatio become, [K] [M] U max U max []U max U max (3) This equatio represets a stadard Eige value problem. Satisfig these equatios there will be values of ad for each value the above equatios will have a solutio for U. The values kow as Eige vectors, which idicate the odal amplitude of vibratio. The eigevalue problem ca be solved usig differet umerical methods. Oe of the quicker ad accurate methods is laczo s optio ad the solutio procedure was described below. I the solutio procedure, the laczo s algorithm reduces matrix [] tri-diagoal form based o a iterative process. Startig with a trial vector, the method geerates a sequece of mutuall orthogoal vectors. Let us cosider a orthogoal matrix [P] such that, [ P ] U U max Substitutig for U max i equatio () it become, T Pre-multiplig with[ P], [ ][ P] U [ P] U [ P] T [][P]U U [ [ P] T [ P] I] Let P P T (4) Where [] is required tri-diagoal matrix. Thus, above equatio become, [ ] U U (5) This trasformatio from [] to [] is kow as orthogoal similarit trasformatio ad equatio (5.4) has same solutios as that of equatio (5.). B pre-multiplig equatio (5.3) with [P]it become, Cosider each obtai, [ ][ P] [ P][ ] (6) th i colum of [P] as a vector i ad substitutig [] i variables, is 78 editor@iaeme.com

4 Modal alsis of Three-Wheeler utochassis Usig ss ],...,, [ ],...,, ][ [ Which ca be expaded to give, ] [ + (7) ) ] [ (8) ] [ + (9) Now choosig value such that T, ad pre-multiplig equatio (5.6.) with we get, ] [ T as, T Now cosider a vector Z such that, Z () Z is a kow vector i terms of [], ad also T from equatio (5.7)? Z Z ; Z Z T ; Z geeralizig, T T z z z V Z V V, ] [ + () The equatios (5. ca be used repeatedl to covert to. fter this coversio QR methods was used for extractio of Eige values ad vector of matrix the ame QR iterative process derived from otatios used i algorithm. The matrix ca be expressed as, [ ][ Q ] [R] () Where [Q] is orthogoal matrix ad [R] is upper triagular matrix ad we ca express, [R][Q ][Q ] T [ ][Q ] (3)

5 N.S.Prasaa Rao ad P. Suil Kumar B calculatig [R][Q] we carr out trasformatio of diagoal form. Now the matrix [ ] ca be reduced ito upper triagular form usig acobi rotatio matrix R ca be expressed as, [R][P] [P] T, [P] T T ( ) ( 3,) P ](, ) [ (4) Where rotatio matrix [P] T (, i) is to reduce elemet (, i) to zero. But from equatio () we have. [ Q ][P] (,) [P] ( 3,) [P] (, ) The QR iterative algorithm cosists of repeatig the process give i equatio () ad (5.) for K th iteratio ad it ca be represeted i geeralized form of equatio as. [ ] k [Q ] k [R] k ad[ ] k + [ Q ] k [R] k The ask,[ ] ad [Q ] [Q ] [Q ] k [Q ] k U Where values ad U are the required results. The boudar coditios applied for modal aalses are, the groud odes of the tres are arrested completel. Usig FEM ver large umber of atural frequecies are obtaied. 3. RESULTS ND DISCUSSION The list of the atural frequecies ad modes shapes of the model are give i the Table 3. as these mode shapes idicate, the phsical behavior at each frequec. Table 3. Mode Frequecies (Lade d Ulade Model) S.No Mode Frequec (Hz) LDEN UNLDEN Bouce mode.98.7 Roll mode Pitch mode Twist mode Frot hop mode Rear tramp mode The bouce mode i ulade ad lade coditios is show i Fig 6. ad Fig 6.3, the frequec for this mode is.7hz for without pa load (ulade) coditio ad.98hz for lade coditio, durig this mode the maximum displacemets are.7m ad.5m respectivel at the rear portio (ode 7) of the chassis. B usig simple oe degree of freedom rigid bod model of the chassis, the frequec of bouce mode is calculated for both lade ad ulade coditios ad foud that aroud.4hz ad.85hz respectivel. These values are close compariso with results obtaied through FEM, which proves the cosistec of model. The deformatios of chassis i the roll mode as show i the Fig 3.4 ad Fig 3.5 for both ulade ad lade coditios ad the frequec of this modes is 4.6Hz ad 3.Hz respectivel. Maximum displacemets are.m ad.7m obtaied at extremes eds of the left portio of the passeger seatig locatio (ode 6). I pitch mode the deformatio of chassis are show i the Fig 3.6 ad Fig 3.7 for ulade ad lade coditios ad the frequec of this mode is 7.68Hz ad 5.3Hz respectivel. Durig this mode the maximum displacemet 7 editor@iaeme.com

6 Modal alsis of Three-Wheeler utochassis Usig ss occurred at driver seat locatio for both lade ad ulade cases ad the values are.m ad.7m respectivel. The deformatios of chassis i the twist mode as show i the Fig 3.8 ad Fig 3.9 for both ulade ad lade coditios ad the frequec of these modes are 6.6Hz ad.7hz respectivel ad the displacemets are.7 ad.mm. Fig 3. ad Fig 3. depicts the frot hop mode shape of the chassis ad frequecies are.3hz ad 9.7Hz, displacemets are. ad.6 for both ulade ad lade coditios. Fig 3. ad Fig 3.3 shows the rear wheels tramp mode for both lade ad ulade coditio of the three-wheeler chassis. The correspodig frequecies are 7. Hz ad 6.89Hz, displacemets are.3m ad.7m respectivel. The three sigificat modes bouce, roll ad pitch are depedet o the suspesio sstem ad this statemet is proposed b the V.Balamuruga [7]. From Table 3. it is observed that frequecies of the lade chassis less tha that of ulade chassis this ma be because as of the load of the chassis icreases frequecies are decreases. Figure 3. Bouce mode of chassis without paload Figure 3.3 Bouce mode of chassis with paload 7 editor@iaeme.com

7 N.S.Prasaa Rao ad P. Suil Kumar Figure 3.4 Roll mode of chassis without paload Figure 3.5 Roll mode of chassis with paload Figure 3.6 Pitch mode of chassis without paload 7 editor@iaeme.com

8 Modal alsis of Three-Wheeler utochassis Usig ss Figure 3.7 Pitch mode of chassis with paload Figure 3.8 Twist mode of the chassis without paload Figure 3.9 Twist mode of the chassis with 73

9 N.S.Prasaa Rao ad P. Suil Kumar Figure 3. Frot hop mode without paload Figure 3. Frot hop mode with paload Figure 3. Rear tramp mode without paload 74

10 Modal alsis of Three-Wheeler utochassis Usig ss Figure 3.3 Rear tramp mode with paload REFERENCES [] K. Sata Rao, G. Musalaiah ad K. Mohaa Krisha Chowdar FiiteElemetalsisofaFour Wheeler utomobile CarCHSSIS INDIN Joural of Sciece ad Techolog, Vol 9(), DOI:.7485/ist/6/v9i/83339, Jauar 6 [] Satosh Hiremath, Naresh Kumar, Nagaredd.G, Lakha Rathod Modal alsis of Two- Wheeler Chasis Iteratioal Joural of Egieerig Scieces & Research Echolog [3] rchit Tomar & Dheer Sigh Modellig ad alsis of a Chassis Frame b Usig Carbo Fiber ad E-Glass Epox as Composite Material: Comparative Stud Iteratioal Research Joural of Egieerig ad Techolog 3(4), 6, 7-76 [4] K.shok redd, p.suil kumar Desig ad alsis of Harmoic alsis of Three wheel uto chasis usig ss 75 editor@iaeme.com

Basics of Dynamics. Amit Prashant. Indian Institute of Technology Gandhinagar. Short Course on. Geotechnical Aspects of Earthquake Engineering

Basics of Dynamics. Amit Prashant. Indian Institute of Technology Gandhinagar. Short Course on. Geotechnical Aspects of Earthquake Engineering Basics of yamics Amit Prashat Idia Istitute of Techology Gadhiagar Short Course o Geotechical Aspects of Earthquake Egieerig 4 8 March, 213 Our ear Pedulum Revisited g.si g l s Force Equilibrium: Cord

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

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

Finite Element Modeling of Seismic Response of Field Fabricated Liquefied Natural Gas (LNG) Spherical Storage Vessels

Finite Element Modeling of Seismic Response of Field Fabricated Liquefied Natural Gas (LNG) Spherical Storage Vessels Egieerig, 013, 5, 543-550 doi:10.436/eg.013.56065 Published Olie Jue 013 (http://www.scirp.org/joural/eg) Fiite Elemet Modelig of Seismic Respose of Field Fabricated Liquefied Natural Gas (LNG) Spherical

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

Chapter 2 Feedback Control Theory Continued

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

More information

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

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

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

CALCULATION OF STIFFNESS AND MASS ORTHOGONAL VECTORS

CALCULATION OF STIFFNESS AND MASS ORTHOGONAL VECTORS 14. CALCULATION OF STIFFNESS AND MASS ORTHOGONAL VECTORS LDR Vectors are Always More Accurate tha Usig the Exact Eigevectors i a Mode Superpositio Aalysis 14.1 INTRODUCTION The major reaso to calculate

More information

Stopping oscillations of a simple harmonic oscillator using an impulse force

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

More information

The Mathematical Model and the Simulation Modelling Algoritm of the Multitiered Mechanical System

The Mathematical Model and the Simulation Modelling Algoritm of the Multitiered Mechanical System The Mathematical Model ad the Simulatio Modellig Algoritm of the Multitiered Mechaical System Demi Aatoliy, Kovalev Iva Dept. of Optical Digital Systems ad Techologies, The St. Petersburg Natioal Research

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

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

Free and Forced Transverse Vibration Analysis of Moderately Thick Orthotropic Plates Using Spectral Finite Element Method

Free and Forced Transverse Vibration Analysis of Moderately Thick Orthotropic Plates Using Spectral Finite Element Method Joural of Solid Mechaics Vol. 8, No. 4 (016) pp. 895-915 Free ad Forced rasverse Vibratio Aalsis of Moderatel hick Orthotropic Plates Usig Spectral Fiite Elemet Method M.R. Bahrami, S. Hatami * Civil Egieerig

More information

PERFORMANCE OPTIMIZATION OF SOLAR PTC USING TAGUCHI METHOD

PERFORMANCE OPTIMIZATION OF SOLAR PTC USING TAGUCHI METHOD Iteratioal Joural of Mechaical Egieerig ad Techology (IJMET) Volume 9, Issue 2, February 2018, pp. 523 529 Article ID: IJMET_09_02_052 Available olie at http://www.iaeme.com/ijmet/issues.asp?jtype=ijmet&vtype=9&itype=2

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

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

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

A numerical Technique Finite Volume Method for Solving Diffusion 2D Problem

A numerical Technique Finite Volume Method for Solving Diffusion 2D Problem The Iteratioal Joural Of Egieerig d Sciece (IJES) Volume 4 Issue 10 Pages PP -35-41 2015 ISSN (e): 2319 1813 ISSN (p): 2319 1805 umerical Techique Fiite Volume Method for Solvig Diffusio 2D Problem 1 Mohammed

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

Spectral Finite Element Method for Free Vibration of Axially Moving Plates Based on First-Order Shear Deformation Theory

Spectral Finite Element Method for Free Vibration of Axially Moving Plates Based on First-Order Shear Deformation Theory Joural of Solid Mechaics Vol. 9, No. 3 (7) pp. 49-57 Spectral Fiite Elemet Method for Free Vibratio of Aiall Movig Plates Based o First-Order Shear Deformatio heor M.R. Bahrami, S. Hatami * Civil Egieerig

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

Dynamics of Structures 5th Edition Chopra SOLUTIONS MANUAL

Dynamics of Structures 5th Edition Chopra SOLUTIONS MANUAL Dyamics of Structures 5th Editio Chopra SOLUTIONS MANUAL Full dowload at : https://testbareal.com/dowload/dyamics-of-structures-5th-editio-choprasolutios-maual/ Problem.1 CHAPTER A heavy table is supported

More information

LINEAR REGRESSION ANALYSIS. MODULE IX Lecture Multicollinearity

LINEAR REGRESSION ANALYSIS. MODULE IX Lecture Multicollinearity LINEAR REGRESSION ANALYSIS MODULE IX Lecture - 9 Multicolliearity Dr Shalabh Departmet of Mathematics ad Statistics Idia Istitute of Techology Kapur Multicolliearity diagostics A importat questio that

More information

Particle Swarm Optimization Design of Optical Directional Coupler Based on Power Loss Analysis

Particle Swarm Optimization Design of Optical Directional Coupler Based on Power Loss Analysis Iteratioal Joural of Itelliget Sstems ad Applicatios i Egieerig ISSN:147-6799147-6799www.atsciece.org/IJASAE Advaced Techolog ad Sciece Origial Research Paper Particle Swarm Optimizatio esig of Optical

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

Ray Optics Theory and Mode Theory. Dr. Mohammad Faisal Dept. of EEE, BUET

Ray Optics Theory and Mode Theory. Dr. Mohammad Faisal Dept. of EEE, BUET Ray Optics Theory ad Mode Theory Dr. Mohammad Faisal Dept. of, BUT Optical Fiber WG For light to be trasmitted through fiber core, i.e., for total iteral reflectio i medium, > Ray Theory Trasmissio Ray

More information

The Jordan Normal Form: A General Approach to Solving Homogeneous Linear Systems. Mike Raugh. March 20, 2005

The Jordan Normal Form: A General Approach to Solving Homogeneous Linear Systems. Mike Raugh. March 20, 2005 The Jorda Normal Form: A Geeral Approach to Solvig Homogeeous Liear Sstems Mike Raugh March 2, 25 What are we doig here? I this ote, we describe the Jorda ormal form of a matrix ad show how it ma be used

More information

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

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

More information

GROUND MOTION OF NON-CIRCULAR ALLUVIAL VALLEY FOR INCIDENT PLANE SH-WAVE. Hui QI, Yong SHI, Jingfu NAN

GROUND MOTION OF NON-CIRCULAR ALLUVIAL VALLEY FOR INCIDENT PLANE SH-WAVE. Hui QI, Yong SHI, Jingfu NAN The th World Coferece o Earthquake Egieerig October -7, 8, Beiig, Chia GROUND MOTION OF NON-CIRCULAR ALLUVIAL VALLEY FOR INCIDENT PLANE SH-WAVE Hui QI, Yog SHI, Jigfu NAN ABSTRACT : Professor, Dept. of

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

ANALYSIS OF DAMPING EFFECT ON BEAM VIBRATION

ANALYSIS OF DAMPING EFFECT ON BEAM VIBRATION Molecular ad Quatum Acoustics vol. 7, (6) 79 ANALYSIS OF DAMPING EFFECT ON BEAM VIBRATION Jerzy FILIPIAK 1, Lech SOLARZ, Korad ZUBKO 1 Istitute of Electroic ad Cotrol Systems, Techical Uiversity of Czestochowa,

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

CALCULATION OF FIBONACCI VECTORS

CALCULATION OF FIBONACCI VECTORS CALCULATION OF FIBONACCI VECTORS Stuart D. Aderso Departmet of Physics, Ithaca College 953 Daby Road, Ithaca NY 14850, USA email: saderso@ithaca.edu ad Dai Novak Departmet of Mathematics, Ithaca College

More information

CALCULATING FIBONACCI VECTORS

CALCULATING FIBONACCI VECTORS THE GENERALIZED BINET FORMULA FOR CALCULATING FIBONACCI VECTORS Stuart D Aderso Departmet of Physics, Ithaca College 953 Daby Road, Ithaca NY 14850, USA email: saderso@ithacaedu ad Dai Novak Departmet

More information

Assignment 2 Solutions SOLUTION. ϕ 1 Â = 3 ϕ 1 4i ϕ 2. The other case can be dealt with in a similar way. { ϕ 2 Â} χ = { 4i ϕ 1 3 ϕ 2 } χ.

Assignment 2 Solutions SOLUTION. ϕ 1  = 3 ϕ 1 4i ϕ 2. The other case can be dealt with in a similar way. { ϕ 2 Â} χ = { 4i ϕ 1 3 ϕ 2 } χ. PHYSICS 34 QUANTUM PHYSICS II (25) Assigmet 2 Solutios 1. With respect to a pair of orthoormal vectors ϕ 1 ad ϕ 2 that spa the Hilbert space H of a certai system, the operator  is defied by its actio

More information

CHAPTER 10 INFINITE SEQUENCES AND SERIES

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

More information

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

INVERSE FINITE ELEMENT VIBRATION PROBLEMS

INVERSE FINITE ELEMENT VIBRATION PROBLEMS Joural of Soud ad Vibratio (1999) 211(2), 309 324 Article No. jsvi.1998.2011, available olie at http://www.idealibrary.com o INVERSE FINITE ELEMENT VIBRATION PROBLEMS Departmet of Civil Egieerig, Uiversity

More information

Microscopic traffic flow modeling

Microscopic traffic flow modeling Chapter 34 Microscopic traffic flow modelig 34.1 Overview Macroscopic modelig looks at traffic flow from a global perspective, whereas microscopic modelig, as the term suggests, gives attetio to the details

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

On the Derivation and Implementation of a Four Stage Harmonic Explicit Runge-Kutta Method *

On the Derivation and Implementation of a Four Stage Harmonic Explicit Runge-Kutta Method * Applied Mathematics, 05, 6, 694-699 Published Olie April 05 i SciRes. http://www.scirp.org/joural/am http://dx.doi.org/0.46/am.05.64064 O the Derivatio ad Implemetatio of a Four Stage Harmoic Explicit

More information

IJITE Vol.2 Issue-11, (November 2014) ISSN: Impact Factor

IJITE Vol.2 Issue-11, (November 2014) ISSN: Impact Factor IJITE Vol Issue-, (November 4) ISSN: 3-776 ATTRACTIVITY OF A HIGHER ORDER NONLINEAR DIFFERENCE EQUATION Guagfeg Liu School of Zhagjiagag Jiagsu Uiversit of Sciece ad Techolog, Zhagjiagag, Jiagsu 56,PR

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

Similarity between quantum mechanics and thermodynamics: Entropy, temperature, and Carnot cycle

Similarity between quantum mechanics and thermodynamics: Entropy, temperature, and Carnot cycle Similarity betwee quatum mechaics ad thermodyamics: Etropy, temperature, ad Carot cycle Sumiyoshi Abe 1,,3 ad Shiji Okuyama 1 1 Departmet of Physical Egieerig, Mie Uiversity, Mie 514-8507, Japa Istitut

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

Chimica Inorganica 3

Chimica Inorganica 3 himica Iorgaica Irreducible Represetatios ad haracter Tables Rather tha usig geometrical operatios, it is ofte much more coveiet to employ a ew set of group elemets which are matrices ad to make the rule

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

Mathematical Modeling of Optimum 3 Step Stress Accelerated Life Testing for Generalized Pareto Distribution

Mathematical Modeling of Optimum 3 Step Stress Accelerated Life Testing for Generalized Pareto Distribution America Joural of Theoretical ad Applied Statistics 05; 4(: 6-69 Published olie May 8, 05 (http://www.sciecepublishiggroup.com/j/ajtas doi: 0.648/j.ajtas.05040. ISSN: 6-8999 (Prit; ISSN: 6-9006 (Olie Mathematical

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

RAINFALL PREDICTION BY WAVELET DECOMPOSITION

RAINFALL PREDICTION BY WAVELET DECOMPOSITION RAIFALL PREDICTIO BY WAVELET DECOMPOSITIO A. W. JAYAWARDEA Departmet of Civil Egieerig, The Uiversit of Hog Kog, Hog Kog, Chia P. C. XU Academ of Mathematics ad Sstem Scieces, Chiese Academ of Scieces,

More information

Third-order Composite Runge Kutta Method for Solving Fuzzy Differential Equations

Third-order Composite Runge Kutta Method for Solving Fuzzy Differential Equations Global Joural of Pure ad Applied Mathematics. ISSN 097-768 Volume Number (06) pp. 7-76 Research Idia Publicatios http://www.ripublicatio.com/gjpam.htm Third-order Composite Ruge Kutta Method for Solvig

More information

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

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

More information

THE SEISMIC RESPONSE CHARACTERISTICS OF A NEW STRUCTURAL CONFIGURATION

THE SEISMIC RESPONSE CHARACTERISTICS OF A NEW STRUCTURAL CONFIGURATION THE SEISMIC RESPONSE CHARACTERISTICS OF A NEW STRUCTURAL CONFIGURATION u a Zhag 1 iagu Qi ad Shel Cherry 3 1 Professor, Departmet of Civil Egieerig, Northwester Polytechical Uiversity, i a, Chia. PhD Studet,

More information

Chapter 2: Numerical Methods

Chapter 2: Numerical Methods Chapter : Numerical Methods. Some Numerical Methods for st Order ODEs I this sectio, a summar of essetial features of umerical methods related to solutios of ordiar differetial equatios is give. I geeral,

More information

2C09 Design for seismic and climate changes

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

More information

A Block Cipher Using Linear Congruences

A Block Cipher Using Linear Congruences Joural of Computer Sciece 3 (7): 556-560, 2007 ISSN 1549-3636 2007 Sciece Publicatios A Block Cipher Usig Liear Cogrueces 1 V.U.K. Sastry ad 2 V. Jaaki 1 Academic Affairs, Sreeidhi Istitute of Sciece &

More information

Analytical solutions for multi-wave transfer matrices in layered structures

Analytical solutions for multi-wave transfer matrices in layered structures Joural of Physics: Coferece Series PAPER OPEN ACCESS Aalytical solutios for multi-wave trasfer matrices i layered structures To cite this article: Yu N Belyayev 018 J Phys: Cof Ser 109 01008 View the article

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

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

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

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

More information

TMA4205 Numerical Linear Algebra. The Poisson problem in R 2 : diagonalization methods

TMA4205 Numerical Linear Algebra. The Poisson problem in R 2 : diagonalization methods TMA4205 Numerical Liear Algebra The Poisso problem i R 2 : diagoalizatio methods September 3, 2007 c Eiar M Røquist Departmet of Mathematical Scieces NTNU, N-749 Trodheim, Norway All rights reserved A

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

Signal Processing in Mechatronics. Lecture 3, Convolution, Fourier Series and Fourier Transform

Signal Processing in Mechatronics. Lecture 3, Convolution, Fourier Series and Fourier Transform Sigal Processig i Mechatroics Summer semester, 1 Lecture 3, Covolutio, Fourier Series ad Fourier rasform Dr. Zhu K.P. AIS, UM 1 1. Covolutio Covolutio Descriptio of LI Systems he mai premise is that the

More information

Solution of Quantum Anharmonic Oscillator with Quartic Perturbation

Solution of Quantum Anharmonic Oscillator with Quartic Perturbation ISS -79X (Paper) ISS 5-0638 (Olie) Vol.7, 0 Abstract Solutio of Quatum Aharmoic Oscillator with Quartic Perturbatio Adelaku A.O. Departmet of Physics, Wesley Uiversity of Sciece ad Techology, Odo, Odo

More information

On Some Aspects of Random Walks for. Modelling Mobility in a Communication Network* E.R. Barnes

On Some Aspects of Random Walks for. Modelling Mobility in a Communication Network* E.R. Barnes ESL-P-783 Noveiber 1977 O Some Aspects of Radom Walks for Modellig Mobility i a Commuicatio Network* S.K. Leug-Ya-Cheog E.R. Bares This ote examies a two-dimesioal symmetric radom walk model of mobility

More information

DECOMPOSITION METHOD FOR SOLVING A SYSTEM OF THIRD-ORDER BOUNDARY VALUE PROBLEMS. Park Road, Islamabad, Pakistan

DECOMPOSITION METHOD FOR SOLVING A SYSTEM OF THIRD-ORDER BOUNDARY VALUE PROBLEMS. Park Road, Islamabad, Pakistan Mathematical ad Computatioal Applicatios, Vol. 9, No. 3, pp. 30-40, 04 DECOMPOSITION METHOD FOR SOLVING A SYSTEM OF THIRD-ORDER BOUNDARY VALUE PROBLEMS Muhammad Aslam Noor, Khalida Iayat Noor ad Asif Waheed

More information

A Class of Blended Block Second Derivative Multistep Methods for Stiff Systems

A Class of Blended Block Second Derivative Multistep Methods for Stiff Systems Iteratioal Joural of Iovative Mathematics, Statistics & Eerg Policies ():-6, Ja.-Mar. 7 SEAHI PUBLICATIONS, 7 www.seahipa.org ISSN: 67-8X A Class of Bleded Bloc Secod Derivative Multistep Methods for Stiff

More information

On the convergence, consistence and stability of a standard finite difference scheme

On the convergence, consistence and stability of a standard finite difference scheme AMERICAN JOURNAL OF SCIENTIFIC AND INDUSTRIAL RESEARCH 2, Sciece Huβ, ttp://www.sciub.org/ajsir ISSN: 253-649X, doi:.525/ajsir.2.2.2.74.78 O te covergece, cosistece ad stabilit of a stadard fiite differece

More information

MATH10212 Linear Algebra B Proof Problems

MATH10212 Linear Algebra B Proof Problems MATH22 Liear Algebra Proof Problems 5 Jue 26 Each problem requests a proof of a simple statemet Problems placed lower i the list may use the results of previous oes Matrices ermiats If a b R the matrix

More information

On error estimation in almost Runge-Kutta (ARK) methods

On error estimation in almost Runge-Kutta (ARK) methods Joural of Applied Mathematics & Bioiformatics, vol.3, o., 3, 5-35 ISSN: 79-66 prit), 79-6939 olie) Sciepress Ltd, 3 O error estimatio i almost Ruge-Kutta ARK) methods Ochoche Abraham, Kaode R. Adeboe ad

More information

OBJECTIVES. Chapter 1 INTRODUCTION TO INSTRUMENTATION FUNCTION AND ADVANTAGES INTRODUCTION. At the end of this chapter, students should be able to:

OBJECTIVES. Chapter 1 INTRODUCTION TO INSTRUMENTATION FUNCTION AND ADVANTAGES INTRODUCTION. At the end of this chapter, students should be able to: OBJECTIVES Chapter 1 INTRODUCTION TO INSTRUMENTATION At the ed of this chapter, studets should be able to: 1. Explai the static ad dyamic characteristics of a istrumet. 2. Calculate ad aalyze the measuremet

More information

Dynamical stability and parametrical vibrations of the laminated plates with complex shape

Dynamical stability and parametrical vibrations of the laminated plates with complex shape (3) 75 88 Dyamical stability ad parametrical vibratios of the lamiated plates with comple shape Abstract The problem of oliear vibratios ad stability aalysis for the symmetric lamiated plates with comple

More information

Avoidance of numerical singularities in free vibration analysis of Euler-Bernoulli beams using Green functions

Avoidance of numerical singularities in free vibration analysis of Euler-Bernoulli beams using Green functions WSEAS TRASACTIOS o APPLIED ad THEORETICAL MECHAICS Goraka Štimac Ročević, Braimir Ročević, Ate Skoblar, Saji Braut Avoidace of umerical sigularities i free vibratio aalysis of Euler-Beroulli beams usig

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

15. DYNAMIC ANALYSIS USING RESPONSE SPECTRUM SEISMIC LOADING

15. DYNAMIC ANALYSIS USING RESPONSE SPECTRUM SEISMIC LOADING From Static ad Dyamic of Structures by Ed Wilso 1 Modified July 13, 14 15. DYNAMIC ANALYSIS USING RESPONSE SPECTRUM SEISMIC LOADING Before the Existece of Iexpesive Persoal Computers, the Respose Spectrum

More information

A THRESHOLD DENOISING METHOD BASED ON EMD

A THRESHOLD DENOISING METHOD BASED ON EMD Joural of Theoretical ad Applied Iformatio Techology 1 th Jauary 13. Vol. 47 No.1-13 JATIT & LLS. All rights reserved. ISSN: 199-864 www.jatit.org E-ISSN: 1817-319 A THRESHOLD DENOISING METHOD BASED ON

More information

15. DYNAMIC ANALYSIS USING RESPONSE SPECTRUM SEISMIC LOADING

15. DYNAMIC ANALYSIS USING RESPONSE SPECTRUM SEISMIC LOADING From Static ad Dyamic of Structures by Ed Wilso 1 Modified November 5, 13 15. DYNAMIC ANALYSIS USING RESPONSE SPECTRUM SEISMIC LOADING Before the Existece of Iexpesive Persoal Computers, the Respose Spectrum

More information

l -State Solutions of a New Four-Parameter 1/r^2 Singular Radial Non-Conventional Potential via Asymptotic Iteration Method

l -State Solutions of a New Four-Parameter 1/r^2 Singular Radial Non-Conventional Potential via Asymptotic Iteration Method America Joural of Computatioal ad Applied Mathematics 8, 8(): 7-3 DOI:.593/j.ajcam.88. l -State Solutios of a New Four-Parameter /r^ Sigular Radial No-Covetioal Potetial via Asymptotic Iteratio Method

More information

Load Dependent Ritz Vector Algorithm and Error Analysis

Load Dependent Ritz Vector Algorithm and Error Analysis Load Depedet Ritz Vector Algorithm ad Error Aalysis Writte by Ed Wilso i 006. he Complete eigealue subspace I the aalysis of structures subected to three base acceleratios there is a requiremet that oe

More information

U8L1: Sec Equations of Lines in R 2

U8L1: Sec Equations of Lines in R 2 MCVU U8L: Sec. 8.9. Equatios of Lies i R Review of Equatios of a Straight Lie (-D) Cosider the lie passig through A (-,) with slope, as show i the diagram below. I poit slope form, the equatio of the lie

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

Numerical and Experimental Approach for Roll Grinding Process

Numerical and Experimental Approach for Roll Grinding Process Numerical ad Experimetal Approach for Roll Gridig Process Lihog Yua, Veli-Matti Järvepää, Seppo Virtae ad Hessam K. Shiravai Departmet of Egieerig Desig Tampere Uiversity of Techology P.O.BOX 589, 330

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

SYSTEMATIC SAMPLING FOR NON-LINEAR TREND IN MILK YIELD DATA

SYSTEMATIC SAMPLING FOR NON-LINEAR TREND IN MILK YIELD DATA Joural of Reliability ad Statistical Studies; ISS (Prit): 0974-804, (Olie):9-5666 Vol. 7, Issue (04): 57-68 SYSTEMATIC SAMPLIG FOR O-LIEAR TRED I MILK YIELD DATA Tauj Kumar Padey ad Viod Kumar Departmet

More information

Estimation of Backward Perturbation Bounds For Linear Least Squares Problem

Estimation of Backward Perturbation Bounds For Linear Least Squares Problem dvaced Sciece ad Techology Letters Vol.53 (ITS 4), pp.47-476 http://dx.doi.org/.457/astl.4.53.96 Estimatio of Bacward Perturbatio Bouds For Liear Least Squares Problem Xixiu Li School of Natural Scieces,

More information

Invariability of Remainder Based Reversible Watermarking

Invariability of Remainder Based Reversible Watermarking Joural of Network Itelligece c 16 ISSN 21-8105 (Olie) Taiwa Ubiquitous Iformatio Volume 1, Number 1, February 16 Ivariability of Remaider Based Reversible Watermarkig Shao-Wei Weg School of Iformatio Egieerig

More information

On Modeling Viscous Damping in Nonlinear Dynamic Analysis of Base-Isolated Reinforced Concrete Buildings

On Modeling Viscous Damping in Nonlinear Dynamic Analysis of Base-Isolated Reinforced Concrete Buildings O Modelig Viscous Dampig i Noliear Dyamic Aalysis of Base-Isolated Reiforced Cocrete Buildigs D.R. Pat & A.C. Wijeyewickrema Tokyo Istitute of Techology, Japa SUMMARY: The effects of modelig viscous dampig

More information

CS284A: Representations and Algorithms in Molecular Biology

CS284A: Representations and Algorithms in Molecular Biology CS284A: Represetatios ad Algorithms i Molecular Biology Scribe Notes o Lectures 3 & 4: Motif Discovery via Eumeratio & Motif Represetatio Usig Positio Weight Matrix Joshua Gervi Based o presetatios by

More information

Applications of Two Dimensional Fractional Mellin Transform

Applications of Two Dimensional Fractional Mellin Transform Iteratioal Joural of Scietific ad Iovative Mathematical Research (IJSIMR) Volume 2 Issue 9 September 2014 PP 794-799 ISSN 2347-307X (Prit) & ISSN 2347-3142 (Olie) www.arcjourals.org Applicatios of Two

More information

Adjacent vertex distinguishing total coloring of tensor product of graphs

Adjacent vertex distinguishing total coloring of tensor product of graphs America Iteratioal Joural of Available olie at http://wwwiasiret Research i Sciece Techology Egieerig & Mathematics ISSN Prit): 38-3491 ISSN Olie): 38-3580 ISSN CD-ROM): 38-369 AIJRSTEM is a refereed idexed

More information

Estimation of Population Mean Using Co-Efficient of Variation and Median of an Auxiliary Variable

Estimation of Population Mean Using Co-Efficient of Variation and Median of an Auxiliary Variable Iteratioal Joural of Probability ad Statistics 01, 1(4: 111-118 DOI: 10.593/j.ijps.010104.04 Estimatio of Populatio Mea Usig Co-Efficiet of Variatio ad Media of a Auxiliary Variable J. Subramai *, G. Kumarapadiya

More information

( ) = ( ) + ( ), One Degree of Freedom, Harmonically Excited Vibrations. 1 Forced Harmonic Vibration. t dies out with time under each of.

( ) = ( ) + ( ), One Degree of Freedom, Harmonically Excited Vibrations. 1 Forced Harmonic Vibration. t dies out with time under each of. Oe Degree of Freedom, Harmoically Excited Vibratios Forced Harmoic Vibratio A mechaical syem is said to udergo forced vibratio wheever exteral eergy is sulied to the syem durig vibratio Exteral eergy ca

More information

ME617 - Handout 7 (Undamped) Modal Analysis of MDOF Systems

ME617 - Handout 7 (Undamped) Modal Analysis of MDOF Systems ME67 - Hadout 7 (Udamped) Modal Aalysis of MDOF Systems he goverig equatios of motio for a -DOF liear mechaical system with viscous dampig are: MU+DU+KU F () () t () t where U,U, ad U are the vectors of

More information

A mathematical model of blood flow through diseased blood vessel

A mathematical model of blood flow through diseased blood vessel Iteratioal Joural of Emergig Treds & Techology i Computer Sciece (IJETTCS Volume 6, Issue 3, May- Jue 27 ISSN 2278-6856 A mathematical model of blood flow through diseased blood vessel Sapa Rata Shah,

More information

Research On the Application of Optimal Control Theory On Parameters Optimization of Vehicle Suspension

Research On the Application of Optimal Control Theory On Parameters Optimization of Vehicle Suspension JOURNAL OF LOW FREQUENCY NOISE, VIBRAION AND ACIVE CONROL Pages 53 63 Research O the Applicatio of Optimal Cotrol heory O Parameters Optimizatio of Vehicle Suspesio She Yogju Liu Xiadog Yag Shaopu 3 (

More information

Principle Of Superposition

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

More information

1 Adiabatic and diabatic representations

1 Adiabatic and diabatic representations 1 Adiabatic ad diabatic represetatios 1.1 Bor-Oppeheimer approximatio The time-idepedet Schrödiger equatio for both electroic ad uclear degrees of freedom is Ĥ Ψ(r, R) = E Ψ(r, R), (1) where the full molecular

More information