Modelling by Differential Equations from Properties of Phenomenon to its Investigation

Size: px
Start display at page:

Download "Modelling by Differential Equations from Properties of Phenomenon to its Investigation"

Transcription

1 Modelling by Differential Eqations from Properties of Phenomenon to its Investigation V. Kleiza and O. Prvinis Kanas University of Technology, Lithania Abstract The Panevezys camps of Kanas University of Technology comprises the Bsiness and Administration Faclty and the Faclty of Technology. They host stdents of bsiness administration, civil engineering, electrical engineering, management and mechanical technology. Stdents of all specialities need mathematical knowledge for the soltion of practical problems and for research from specific domains, sch as mechanics, control, techniqes, physics, economics etc. The paper discsses methodological isses of teaching ordinary differential eqations to the bachelor and master stdents from the Faclty of Technology and bachelor stdents from the Bsiness and Administration Faclty. Or experience of many years shows that stdents nderstand the theory of ordinary differential eqations better if it is illstrated with applications. For bilding p models we se mechanical and economical problems and solve the inverse problems for ordinary differential eqations as well. Or opinion is that inverse problems promote better nderstanding of the idea of modelling idea. Introdction The Panevėžys camps of Kanas University of Technology consists of the Faclty of Technology and the Bsiness and Administration Faclty. General higher mathematics topics are covered dring two terms, 3 hors for theory and or 3 hors for ttorials per week. It is possible to introdce first and second order ordinary differential eqations (ODE). The level of proficiency of different mathematical topics slightly differs among different specialities. Engineers of all specialties will need mathematical knowledge for the soltion of practical problems and for research in the fields of mechanics, control, techniqes, and physics. Stdents of bsiness and economics shold master skills that will be sefl in economics, statistics and econometrics. For stdents of both specialities we point ot that differential eqations are tools for solving real-world problems that have been discssed in lectres of other sbjects. Dring ttorials we firstly master finding soltions of particlar ODEs. After that it is easier to draw attention to the applications of the ODE. Generally, modelling provides a chance to develop practical skills of applying mathematics in particlar domains (Gershenfeld, 1998).

2 To bild a model, stdent mst make many decisions. Therefore it is convenient to divide the whole modelling process into separate phases (Shier & Wallenis, 1999). We sally follow five steps when demonstrating investigations of applied problems by means of differential eqations. 1. Analysis of the real-world problem. Usally it is a problem that stdents have already considered in engineering or economics lectres. This involves evalation of the major known properties of phenomenon and the formlation of what properties shold be investigated by modelling sing an ODE as a tool.. Set p a mathematical model, i.e. write down a differential eqation of the model. Or opinion is that in this step it is important to point ot how the differential eqation describes the known properties discssed in the first step and what fndamental laws of natre and economics shold be taken into accont (Самарский, 001). Attention shold be drawn to the fact that the ODE is an expression that incldes first or higher order derivatives. Therefore it represents the rate of change of the properties of the system or phenomenon nder discssion. This is a good point to review the mechanical and economic meaning of the first and second order derivatives. 3. Solve the ODE. Here one can often bt not always focs solely mathematical knowledge. 4. Analysis of the soltion of the ODE. This step generally remains mathematically oriented and it incldes analysis of the soltion s closed-form expression if it is available. The analysis of the soltion may inclde a discssion of the expression, evalation its analytical properties, pointing ot how the soltion depends on bondary or initial vales, plotting the graph etc. 5. Reformlate the mathematically discovered characteristics of the soltion into engineering or economical langage. This is a good place to compare the new properties and knowledge abot the problem revealed by modelling with already known facts, to predict the behavior of the device or economical process and to check if it is what the engineers expected (Dym, 004). This step also contribtes to the validation of the model. Practical examples For example we consider the determination of the expression for demand for some good, depending on income, when the elasticity is constant. 1. Analysis of the problem. This problem comes from the microeconomics. Constant elasticity fnctions are often discssed in economic theory and they are considered as simple fnctions. Bt the analytical expression is not always given. So it is interesting to find this expression and to investigate properties of it from the mathematical viewpoint.. The definition of elasticity of demand (D) with respect to income x is D x D and the reqirement to be constant yields ( D x D ) = 0.

3 3. This is a second order ODE and there are no difficlties in showing c1 its soltion is D= cx with arbitrary constants c 1 and c. 4. When performing the mathematical analysis of the fnction D, it is D x D = c. Therefore graphs of the demand fnction D essential to point ot that ( ) 1 with varios elasticity c 1 vales inclding c 1 >1 and c 1 <1 shold be plotted. 5. The main reslt is that the demand of constant elasticity is a power fnction. The demand D has netral elasticity, i. e, when c 1 =1, only when D=c x and in this case the demand is proportional to income x. Bt the linear fnction of general form y=kx+b can not have the constant elasticity property. Instrctors of applied mathematics are typically more concerned with direct problems. In real life, the problem of interest to engineers and scientists is often an inverse problem. For instance, in many practical sitations it is necessary to find coefficients of the ODE, parameters of the sorce term or parameters of the bondary vales. The engineer seeks to determine these nknown parameters from collected measrements or other accessible knowledge abot the soltion of the given ODE. Or experience shows that stdents nderstand the theory of ODE better if this theory is also illstrated with inverse ODE problems. In addition, considering inverse problems also promotes better comprehension of the essence of ODE models. The theory of inverse ODE problems nowadays is well developed, and has wide applications de to the accessibility of powerfl compters. When the edcator introdces sch problems, the major difficlty that stdents face is that of case and effect, i.e. the direct problem and the inverse problem switch places with one another. Therefore the edcator mst pay special attention to this pecliarity and explain it. As an example, we consider one problem that reveals methodological aspects of soltion of the inverse problem. We start from the bondary vale problem that describes the transversal deflection ( x ) of the heterogeneos beam when it is spported at points x= 0 and x= L. d M = ( ), F x dx M (0) = M ( L) = 0, d D( x) = M ( x), dx (0) = ( L) = 0. (1) where F( x ) is a distribted load, M ( x ) is bending moment acting in the beam cross section, D( x) = E( x) I( x) is flexral rigidity of beam, E( x ) is Yong s modls of the beam material, I( x ) is the second moment of the cross section area. The first two eqations of (1) have analytical soltion

4 x v x L v, () M ( x) = F( t) dtdv x F( t) dtdv and provided that D( x ) > 0, we obtain the soltion of problem (1) x v x L v M ( t) M ( t) ( x)= dtdv x dtdv D( t) D( t). (3) Hence we have redced the problem (1) into bondary-vale problem for the linear non-homogeneos differential eqation d P( x), (0) ( L) 0 dx = = = (4) where P( x) = M ( x) D( x). Assming ( x ) and 1 ( ) x are linearly independent soltions of the homogeneos problem. Then the Green s fnction of the problem (4) is given by expression where W ( s) ( x) ( s) ( s) ( x) [ ] W ( s) W ( s) G 1 1 ( x, s ) = 1 H ( x s) + H ( x s) (5) = 1 is the Wronskian and ( ) 1 Then the soltion of the problem (1) is H x is Heaviside s step fnction. L ( x) = G( x, s) P( s) ds (6) 0 Now we shall solve the inverse problem, i.e. we seek P( x ) for given ( x), F( x), x (0, L). Notice that fnction M ( x ) becomes known when the problem () is solved. Hence one can derive the bending stiffness M ( x) D( x) = (7) P( x) and then, assming that the second moment of the cross section area I( x ) is known, one can also derive Yong s modls distribtion D( x) E( x) =. (8) I( x)

5 The problem (6) can be solved by applying nmerical qadratre formla. The interval (0, L) is divided by points s = il N, i= 0, N into N eqal sbranges S = ( s, s ), i= 0, N 1 and then i i i+ 1 where ( ) L N 1 si+ 1 N 1 si+ 1 0 i i= 0 s i= 0 i ( j) G( x, s) p( s) ds= G( x, s) P( s) ds P s G( s j, s) ds, si = si+ s i + 1 are middle points of intervals S i. If i = ( si ) are measrements then the soltion of the inverse problem (6) is the soltion of linear system si where si+ 1 A G( s, s) ds ij =, si j AP T U 1 N = (,,..., ), = U, (10) T P p1 p pn pi p si = (,,..., ), = ( ). Now the edcator can consider qite important real-world engineering problems. Beams made of materials like concrete, show degradation of flexral stiffness dring their service life de to mechanical and environmental loadings. Using the method otlined above, we can investigate how the material parameters (Yong s modls and flexral stiffness) change. Finally, we note that, from the expression of the ODE it is sometimes possible to draw conclsions abot which real-world problems and systems this ODE can serve as a model. For instance, when covering the first order differential eqations, we consider the eqation y =k 1 y-k y. Edcators can draw attention that the eqation models general process changes that are inflenced by two factors corresponding to terms k 1 y and k y. The first term increases the changes while the second contribtes to the decrease. Conclsions 1. Modelling skills shold be taght by practically bilding models in concrete domains inclding data acqisition from these domains. Models become more meaningfl when stdents collect their own data.. The backgrond of sccessfl modelling with differential eqations is the knowledge of the meaning of derivatives. 3. The consideration of inverse ODE problems contribtes to better nderstanding of the essence of modelling by differential eqations.

6 4. When a particlar differential eqation is given it may be sefl to discss what processes and what relationships between properties of the process it can describe. 5. Modelling teaches stdents to apply mathematical concepts to solve real problems. References Dym, Clive L. (004) Principles of mathematical modeling. Academic Press. Gershenfeld, Neil A. (1998) The natre of mathematical modeling. Cambridge University Press. Shier, Doglas R. and Wallenis K. T. (1999) Applied mathematical modeling: a mltidisciplinary approach. CRC. Самарский А. А., Михайлов А. П. (001) Математическое моделирование: Идеи. Методы. Примеры. Физматлит.

UNCERTAINTY FOCUSED STRENGTH ANALYSIS MODEL

UNCERTAINTY FOCUSED STRENGTH ANALYSIS MODEL 8th International DAAAM Baltic Conference "INDUSTRIAL ENGINEERING - 19-1 April 01, Tallinn, Estonia UNCERTAINTY FOCUSED STRENGTH ANALYSIS MODEL Põdra, P. & Laaneots, R. Abstract: Strength analysis is a

More information

FEA Solution Procedure

FEA Solution Procedure EA Soltion Procedre (demonstrated with a -D bar element problem) EA Procedre for Static Analysis. Prepare the E model a. discretize (mesh) the strctre b. prescribe loads c. prescribe spports. Perform calclations

More information

Konyalioglu, Serpil. Konyalioglu, A.Cihan. Ipek, A.Sabri. Isik, Ahmet

Konyalioglu, Serpil. Konyalioglu, A.Cihan. Ipek, A.Sabri. Isik, Ahmet The Role of Visalization Approach on Stdent s Conceptal Learning Konyaliogl, Serpil Department of Secondary Science and Mathematics Edcation, K.K. Edcation Faclty, Atatürk University, 25240- Erzrm-Trkey;

More information

BLOOM S TAXONOMY. Following Bloom s Taxonomy to Assess Students

BLOOM S TAXONOMY. Following Bloom s Taxonomy to Assess Students BLOOM S TAXONOMY Topic Following Bloom s Taonomy to Assess Stdents Smmary A handot for stdents to eplain Bloom s taonomy that is sed for item writing and test constrction to test stdents to see if they

More information

VIBRATION MEASUREMENT UNCERTAINTY AND RELIABILITY DIAGNOSTICS RESULTS IN ROTATING SYSTEMS

VIBRATION MEASUREMENT UNCERTAINTY AND RELIABILITY DIAGNOSTICS RESULTS IN ROTATING SYSTEMS VIBRATIO MEASUREMET UCERTAITY AD RELIABILITY DIAGOSTICS RESULTS I ROTATIG SYSTEMS. Introdction M. Eidkevicite, V. Volkovas anas University of Technology, Lithania The rotating machinery technical state

More information

Formal Methods for Deriving Element Equations

Formal Methods for Deriving Element Equations Formal Methods for Deriving Element Eqations And the importance of Shape Fnctions Formal Methods In previos lectres we obtained a bar element s stiffness eqations sing the Direct Method to obtain eact

More information

Lecture Notes: Finite Element Analysis, J.E. Akin, Rice University

Lecture Notes: Finite Element Analysis, J.E. Akin, Rice University 9. TRUSS ANALYSIS... 1 9.1 PLANAR TRUSS... 1 9. SPACE TRUSS... 11 9.3 SUMMARY... 1 9.4 EXERCISES... 15 9. Trss analysis 9.1 Planar trss: The differential eqation for the eqilibrim of an elastic bar (above)

More information

Chapter 1: Differential Form of Basic Equations

Chapter 1: Differential Form of Basic Equations MEG 74 Energ and Variational Methods in Mechanics I Brendan J. O Toole, Ph.D. Associate Professor of Mechanical Engineering Howard R. Hghes College of Engineering Universit of Nevada Las Vegas TBE B- (7)

More information

Sources of Non Stationarity in the Semivariogram

Sources of Non Stationarity in the Semivariogram Sorces of Non Stationarity in the Semivariogram Migel A. Cba and Oy Leangthong Traditional ncertainty characterization techniqes sch as Simple Kriging or Seqential Gassian Simlation rely on stationary

More information

Applying Fuzzy Set Approach into Achieving Quality Improvement for Qualitative Quality Response

Applying Fuzzy Set Approach into Achieving Quality Improvement for Qualitative Quality Response Proceedings of the 007 WSES International Conference on Compter Engineering and pplications, Gold Coast, stralia, Janary 17-19, 007 5 pplying Fzzy Set pproach into chieving Qality Improvement for Qalitative

More information

Lateral Load Capacity of Piles

Lateral Load Capacity of Piles Lateral Load Capacity of Piles M. T. DAVSSON, Department of Civil Engineering, University of llinois, Urbana Pile fondations sally find resistance to lateral loads from (a) passive soil resistance on the

More information

MECHANICS OF SOLIDS COMPRESSION MEMBERS TUTORIAL 2 INTERMEDIATE AND SHORT COMPRESSION MEMBERS

MECHANICS OF SOLIDS COMPRESSION MEMBERS TUTORIAL 2 INTERMEDIATE AND SHORT COMPRESSION MEMBERS MECHANICS O SOIDS COMPRESSION MEMBERS TUTORIA INTERMEDIATE AND SHORT COMPRESSION MEMBERS Yo shold jdge yor progress by completing the self assessment exercises. On completion of this ttorial yo shold be

More information

Relativity II. The laws of physics are identical in all inertial frames of reference. equivalently

Relativity II. The laws of physics are identical in all inertial frames of reference. equivalently Relatiity II I. Henri Poincare's Relatiity Principle In the late 1800's, Henri Poincare proposed that the principle of Galilean relatiity be expanded to inclde all physical phenomena and not jst mechanics.

More information

Simplified Identification Scheme for Structures on a Flexible Base

Simplified Identification Scheme for Structures on a Flexible Base Simplified Identification Scheme for Strctres on a Flexible Base L.M. Star California State University, Long Beach G. Mylonais University of Patras, Greece J.P. Stewart University of California, Los Angeles

More information

Direct linearization method for nonlinear PDE s and the related kernel RBFs

Direct linearization method for nonlinear PDE s and the related kernel RBFs Direct linearization method for nonlinear PDE s and the related kernel BFs W. Chen Department of Informatics, Uniersity of Oslo, P.O.Box 1080, Blindern, 0316 Oslo, Norway Email: wenc@ifi.io.no Abstract

More information

Effects of Soil Spatial Variability on Bearing Capacity of Shallow Foundations

Effects of Soil Spatial Variability on Bearing Capacity of Shallow Foundations Geotechnical Safety and Risk V T. Schweckendiek et al. (Eds.) 2015 The athors and IOS Press. This article is pblished online with Open Access by IOS Press and distribted nder the terms of the Creative

More information

E ect Of Quadrant Bow On Delta Undulator Phase Errors

E ect Of Quadrant Bow On Delta Undulator Phase Errors LCLS-TN-15-1 E ect Of Qadrant Bow On Delta Undlator Phase Errors Zachary Wolf SLAC Febrary 18, 015 Abstract The Delta ndlator qadrants are tned individally and are then assembled to make the tned ndlator.

More information

Optimal Control of a Heterogeneous Two Server System with Consideration for Power and Performance

Optimal Control of a Heterogeneous Two Server System with Consideration for Power and Performance Optimal Control of a Heterogeneos Two Server System with Consideration for Power and Performance by Jiazheng Li A thesis presented to the University of Waterloo in flfilment of the thesis reqirement for

More information

Flexure of Thick Simply Supported Beam Using Trigonometric Shear Deformation Theory

Flexure of Thick Simply Supported Beam Using Trigonometric Shear Deformation Theory International Jornal of Scientific and Research Pblications, Volme, Isse 11, November 1 1 ISSN 5-15 Flere of Thick Simply Spported Beam Using Trigonometric Shear Deformation Theory Ajay G. Dahake *, Dr.

More information

Curves - Foundation of Free-form Surfaces

Curves - Foundation of Free-form Surfaces Crves - Fondation of Free-form Srfaces Why Not Simply Use a Point Matrix to Represent a Crve? Storage isse and limited resoltion Comptation and transformation Difficlties in calclating the intersections

More information

Second-Order Wave Equation

Second-Order Wave Equation Second-Order Wave Eqation A. Salih Department of Aerospace Engineering Indian Institte of Space Science and Technology, Thirvananthapram 3 December 016 1 Introdction The classical wave eqation is a second-order

More information

Efficient quadratic penalization through the partial minimization technique

Efficient quadratic penalization through the partial minimization technique This article has been accepted for pblication in a ftre isse of this jornal, bt has not been flly edited Content may change prior to final pblication Citation information: DOI 9/TAC272754474, IEEE Transactions

More information

PHASE STEERING AND FOCUSING BEHAVIOR OF ULTRASOUND IN CEMENTITIOUS MATERIALS

PHASE STEERING AND FOCUSING BEHAVIOR OF ULTRASOUND IN CEMENTITIOUS MATERIALS PHAS STRING AND FOCUSING BHAVIOR OF ULTRASOUND IN CMNTITIOUS MATRIALS Shi-Chang Wooh and Lawrence Azar Department of Civil and nvironmental ngineering Massachsetts Institte of Technology Cambridge, MA

More information

08.06 Shooting Method for Ordinary Differential Equations

08.06 Shooting Method for Ordinary Differential Equations 8.6 Shooting Method for Ordinary Differential Eqations After reading this chapter, yo shold be able to 1. learn the shooting method algorithm to solve bondary vale problems, and. apply shooting method

More information

Discontinuous Fluctuation Distribution for Time-Dependent Problems

Discontinuous Fluctuation Distribution for Time-Dependent Problems Discontinos Flctation Distribtion for Time-Dependent Problems Matthew Hbbard School of Compting, University of Leeds, Leeds, LS2 9JT, UK meh@comp.leeds.ac.k Introdction For some years now, the flctation

More information

Chapter 2 Introduction to the Stiffness (Displacement) Method. The Stiffness (Displacement) Method

Chapter 2 Introduction to the Stiffness (Displacement) Method. The Stiffness (Displacement) Method CIVL 7/87 Chater - The Stiffness Method / Chater Introdction to the Stiffness (Dislacement) Method Learning Objectives To define the stiffness matrix To derive the stiffness matrix for a sring element

More information

Decision Oriented Bayesian Design of Experiments

Decision Oriented Bayesian Design of Experiments Decision Oriented Bayesian Design of Experiments Farminder S. Anand*, Jay H. Lee**, Matthew J. Realff*** *School of Chemical & Biomoleclar Engineering Georgia Institte of echnology, Atlanta, GA 3332 USA

More information

Study on the impulsive pressure of tank oscillating by force towards multiple degrees of freedom

Study on the impulsive pressure of tank oscillating by force towards multiple degrees of freedom EPJ Web of Conferences 80, 0034 (08) EFM 07 Stdy on the implsive pressre of tank oscillating by force towards mltiple degrees of freedom Shigeyki Hibi,* The ational Defense Academy, Department of Mechanical

More information

Visualisations of Gussian and Mean Curvatures by Using Mathematica and webmathematica

Visualisations of Gussian and Mean Curvatures by Using Mathematica and webmathematica Visalisations of Gssian and Mean Cratres by Using Mathematica and webmathematica Vladimir Benić, B. sc., (benic@grad.hr), Sonja Gorjanc, Ph. D., (sgorjanc@grad.hr) Faclty of Ciil Engineering, Kačićea 6,

More information

Nonparametric Identification and Robust H Controller Synthesis for a Rotational/Translational Actuator

Nonparametric Identification and Robust H Controller Synthesis for a Rotational/Translational Actuator Proceedings of the 6 IEEE International Conference on Control Applications Mnich, Germany, October 4-6, 6 WeB16 Nonparametric Identification and Robst H Controller Synthesis for a Rotational/Translational

More information

The Dual of the Maximum Likelihood Method

The Dual of the Maximum Likelihood Method Department of Agricltral and Resorce Economics University of California, Davis The Dal of the Maximm Likelihood Method by Qirino Paris Working Paper No. 12-002 2012 Copyright @ 2012 by Qirino Paris All

More information

Lecture Notes On THEORY OF COMPUTATION MODULE - 2 UNIT - 2

Lecture Notes On THEORY OF COMPUTATION MODULE - 2 UNIT - 2 BIJU PATNAIK UNIVERSITY OF TECHNOLOGY, ODISHA Lectre Notes On THEORY OF COMPUTATION MODULE - 2 UNIT - 2 Prepared by, Dr. Sbhend Kmar Rath, BPUT, Odisha. Tring Machine- Miscellany UNIT 2 TURING MACHINE

More information

Study of the diffusion operator by the SPH method

Study of the diffusion operator by the SPH method IOSR Jornal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-684,p-ISSN: 2320-334X, Volme, Isse 5 Ver. I (Sep- Oct. 204), PP 96-0 Stdy of the diffsion operator by the SPH method Abdelabbar.Nait

More information

Evaluation of the Fiberglass-Reinforced Plastics Interfacial Behavior by using Ultrasonic Wave Propagation Method

Evaluation of the Fiberglass-Reinforced Plastics Interfacial Behavior by using Ultrasonic Wave Propagation Method 17th World Conference on Nondestrctive Testing, 5-8 Oct 008, Shanghai, China Evalation of the Fiberglass-Reinforced Plastics Interfacial Behavior by sing Ultrasonic Wave Propagation Method Jnjie CHANG

More information

Numerical verification of the existence of localization of the elastic energy for closely spaced rigid disks

Numerical verification of the existence of localization of the elastic energy for closely spaced rigid disks Nmerical verification of the existence of localization of the elastic energy for closely spaced rigid disks S. I. Rakin Siberian State University of transport Rssia, 6349, Novosibirsk, Dsy Kovalchk street,

More information

A Decomposition Method for Volume Flux. and Average Velocity of Thin Film Flow. of a Third Grade Fluid Down an Inclined Plane

A Decomposition Method for Volume Flux. and Average Velocity of Thin Film Flow. of a Third Grade Fluid Down an Inclined Plane Adv. Theor. Appl. Mech., Vol. 1, 8, no. 1, 9 A Decomposition Method for Volme Flx and Average Velocit of Thin Film Flow of a Third Grade Flid Down an Inclined Plane A. Sadighi, D.D. Ganji,. Sabzehmeidani

More information

3 2D Elastostatic Problems in Cartesian Coordinates

3 2D Elastostatic Problems in Cartesian Coordinates D lastostatic Problems in Cartesian Coordinates Two dimensional elastostatic problems are discssed in this Chapter, that is, static problems of either plane stress or plane strain. Cartesian coordinates

More information

FUZZY BOUNDARY ELEMENT METHODS: A NEW MULTI-SCALE PERTURBATION APPROACH FOR SYSTEMS WITH FUZZY PARAMETERS

FUZZY BOUNDARY ELEMENT METHODS: A NEW MULTI-SCALE PERTURBATION APPROACH FOR SYSTEMS WITH FUZZY PARAMETERS MODELOWANIE INŻYNIERSKIE ISNN 896-77X 3, s. 433-438, Gliwice 6 FUZZY BOUNDARY ELEMENT METHODS: A NEW MULTI-SCALE PERTURBATION APPROACH FOR SYSTEMS WITH FUZZY PARAMETERS JERZY SKRZYPCZYK HALINA WITEK Zakład

More information

International Journal of Physical and Mathematical Sciences journal homepage:

International Journal of Physical and Mathematical Sciences journal homepage: 64 International Jornal of Physical and Mathematical Sciences Vol 2, No 1 (2011) ISSN: 2010-1791 International Jornal of Physical and Mathematical Sciences jornal homepage: http://icoci.org/ijpms PRELIMINARY

More information

Mechanisms and topology determination of complex chemical and biological network systems from first-passage theoretical approach

Mechanisms and topology determination of complex chemical and biological network systems from first-passage theoretical approach Mechanisms and topology determination of complex chemical and biological network systems from first-passage theoretical approach Xin Li and Anatoly B. Kolomeisky Citation: J. Chem. Phys. 39, 4406 (203);

More information

Pulses on a Struck String

Pulses on a Struck String 8.03 at ESG Spplemental Notes Plses on a Strck String These notes investigate specific eamples of transverse motion on a stretched string in cases where the string is at some time ndisplaced, bt with a

More information

On Multiobjective Duality For Variational Problems

On Multiobjective Duality For Variational Problems The Open Operational Research Jornal, 202, 6, -8 On Mltiobjective Dality For Variational Problems. Hsain *,, Bilal Ahmad 2 and Z. Jabeen 3 Open Access Department of Mathematics, Jaypee University of Engineering

More information

Applicability Limits of Operational Modal Analysis to Operational Wind Turbines

Applicability Limits of Operational Modal Analysis to Operational Wind Turbines Applicability Limits of Operational Modal Analysis to Operational Wind Trbines D. Tcherniak +, S. Chahan +, M.H. Hansen* + Brel & Kjaer Sond and Vibration Measrement A/S Skodsborgvej 37, DK-85, Naerm,

More information

Sensitivity Analysis in Bayesian Networks: From Single to Multiple Parameters

Sensitivity Analysis in Bayesian Networks: From Single to Multiple Parameters Sensitivity Analysis in Bayesian Networks: From Single to Mltiple Parameters Hei Chan and Adnan Darwiche Compter Science Department University of California, Los Angeles Los Angeles, CA 90095 {hei,darwiche}@cs.cla.ed

More information

Multi-Voltage Floorplan Design with Optimal Voltage Assignment

Multi-Voltage Floorplan Design with Optimal Voltage Assignment Mlti-Voltage Floorplan Design with Optimal Voltage Assignment ABSTRACT Qian Zaichen Department of CSE The Chinese University of Hong Kong Shatin,N.T., Hong Kong zcqian@cse.chk.ed.hk In this paper, we stdy

More information

1 Differential Equations for Solid Mechanics

1 Differential Equations for Solid Mechanics 1 Differential Eqations for Solid Mechanics Simple problems involving homogeneos stress states have been considered so far, wherein the stress is the same throghot the component nder std. An eception to

More information

Dynamic Optimization of First-Order Systems via Static Parametric Programming: Application to Electrical Discharge Machining

Dynamic Optimization of First-Order Systems via Static Parametric Programming: Application to Electrical Discharge Machining Dynamic Optimization of First-Order Systems via Static Parametric Programming: Application to Electrical Discharge Machining P. Hgenin*, B. Srinivasan*, F. Altpeter**, R. Longchamp* * Laboratoire d Atomatiqe,

More information

FEA Solution Procedure

FEA Solution Procedure EA Soltion Procedre (demonstrated with a -D bar element problem) MAE 5 - inite Element Analysis Several slides from this set are adapted from B.S. Altan, Michigan Technological University EA Procedre for

More information

Thermal balance of a wall with PCM-enhanced thermal insulation

Thermal balance of a wall with PCM-enhanced thermal insulation Thermal balance of a wall with PCM-enhanced thermal inslation E. Kossecka Institte of Fndamental Technological esearch of the Polish Academy of Sciences, Warsaw, Poland J. Kośny Oak idge National aboratory;

More information

Homotopy Perturbation Method for Solving Linear Boundary Value Problems

Homotopy Perturbation Method for Solving Linear Boundary Value Problems International Jornal of Crrent Engineering and Technolog E-ISSN 2277 4106, P-ISSN 2347 5161 2016 INPRESSCO, All Rights Reserved Available at http://inpressco.com/categor/ijcet Research Article Homotop

More information

4.2 First-Order Logic

4.2 First-Order Logic 64 First-Order Logic and Type Theory The problem can be seen in the two qestionable rles In the existential introdction, the term a has not yet been introdced into the derivation and its se can therefore

More information

A new integral transform on time scales and its applications

A new integral transform on time scales and its applications Agwa et al. Advances in Difference Eqations 202, 202:60 http://www.advancesindifferenceeqations.com/content/202//60 RESEARCH Open Access A new integral transform on time scales and its applications Hassan

More information

Replacement of Einstein s Relativity Theory with a New One: Why the Second Postulate is Superfluous?

Replacement of Einstein s Relativity Theory with a New One: Why the Second Postulate is Superfluous? International Jornal of Physics, 16, Vol. 4, No. 5, 14-145 Available online at http://pbs.sciepb.com/ijp/4/5/5 Science and Edcation Pblishing DOI:1.1691/ijp-4-5-5 Replacement of Einstein s Relativity Theory

More information

Section 7.4: Integration of Rational Functions by Partial Fractions

Section 7.4: Integration of Rational Functions by Partial Fractions Section 7.4: Integration of Rational Fnctions by Partial Fractions This is abot as complicated as it gets. The Method of Partial Fractions Ecept for a few very special cases, crrently we have no way to

More information

Elements of Coordinate System Transformations

Elements of Coordinate System Transformations B Elements of Coordinate System Transformations Coordinate system transformation is a powerfl tool for solving many geometrical and kinematic problems that pertain to the design of gear ctting tools and

More information

Research Article An Analytical Solution for Lateral Buckling Critical Load Calculation of Leaning-Type Arch Bridge

Research Article An Analytical Solution for Lateral Buckling Critical Load Calculation of Leaning-Type Arch Bridge Mathematical Problems in Engineering, Article ID 578473, 4 pages http://dx.doi.org/.55/24/578473 Research Article An Analytical Soltion for Lateral Bckling Critical Load Calclation of Leaning-Type Arch

More information

BASIC RELATIONS BETWEEN TSUNAMIS CALCULATION AND THEIR PHYSICS II

BASIC RELATIONS BETWEEN TSUNAMIS CALCULATION AND THEIR PHYSICS II BASIC RELATIONS BETWEEN TSUNAMIS CALCULATION AND THEIR PHYSICS II Zygmnt Kowalik Institte of Marine Science, University of Alaska Fairbanks, AK 99775, USA ABSTRACT Basic tsnami physics of propagation and

More information

Mathematical Analysis of Nipah Virus Infections Using Optimal Control Theory

Mathematical Analysis of Nipah Virus Infections Using Optimal Control Theory Jornal of Applied Mathematics and Physics, 06, 4, 099- Pblished Online Jne 06 in SciRes. http://www.scirp.org/jornal/jamp http://dx.doi.org/0.436/jamp.06.464 Mathematical Analysis of Nipah Virs nfections

More information

Two-media boundary layer on a flat plate

Two-media boundary layer on a flat plate Two-media bondary layer on a flat plate Nikolay Ilyich Klyev, Asgat Gatyatovich Gimadiev, Yriy Alekseevich Krykov Samara State University, Samara,, Rssia Samara State Aerospace University named after academician

More information

FEA Solution Procedure

FEA Solution Procedure EA Soltion rocedre (demonstrated with a -D bar element problem) MAE - inite Element Analysis Many slides from this set are originally from B.S. Altan, Michigan Technological U. EA rocedre for Static Analysis.

More information

Safe Manual Control of the Furuta Pendulum

Safe Manual Control of the Furuta Pendulum Safe Manal Control of the Frta Pendlm Johan Åkesson, Karl Johan Åström Department of Atomatic Control, Lnd Institte of Technology (LTH) Box 8, Lnd, Sweden PSfrag {jakesson,kja}@control.lth.se replacements

More information

Burgers Equation. A. Salih. Department of Aerospace Engineering Indian Institute of Space Science and Technology, Thiruvananthapuram 18 February 2016

Burgers Equation. A. Salih. Department of Aerospace Engineering Indian Institute of Space Science and Technology, Thiruvananthapuram 18 February 2016 Brgers Eqation A. Salih Department of Aerospace Engineering Indian Institte of Space Science and Technology, Thirvananthapram 18 Febrary 216 1 The Brgers Eqation Brgers eqation is obtained as a reslt of

More information

Geometric Image Manipulation. Lecture #4 Wednesday, January 24, 2018

Geometric Image Manipulation. Lecture #4 Wednesday, January 24, 2018 Geometric Image Maniplation Lectre 4 Wednesda, Janar 4, 08 Programming Assignment Image Maniplation: Contet To start with the obvios, an image is a D arra of piels Piel locations represent points on the

More information

FRÉCHET KERNELS AND THE ADJOINT METHOD

FRÉCHET KERNELS AND THE ADJOINT METHOD PART II FRÉCHET KERNES AND THE ADJOINT METHOD 1. Setp of the tomographic problem: Why gradients? 2. The adjoint method 3. Practical 4. Special topics (sorce imaging and time reversal) Setp of the tomographic

More information

EOQ Problem Well-Posedness: an Alternative Approach Establishing Sufficient Conditions

EOQ Problem Well-Posedness: an Alternative Approach Establishing Sufficient Conditions pplied Mathematical Sciences, Vol. 4, 2, no. 25, 23-29 EOQ Problem Well-Posedness: an lternative pproach Establishing Sfficient Conditions Giovanni Mingari Scarpello via Negroli, 6, 226 Milano Italy Daniele

More information

CHAPTER 8 ROTORS MOUNTED ON FLEXIBLE BEARINGS

CHAPTER 8 ROTORS MOUNTED ON FLEXIBLE BEARINGS CHAPTER 8 ROTORS MOUNTED ON FLEXIBLE BEARINGS Bearings commonly sed in heavy rotating machine play a significant role in the dynamic ehavior of rotors. Of particlar interest are the hydrodynamic earings,

More information

Discussion of The Forward Search: Theory and Data Analysis by Anthony C. Atkinson, Marco Riani, and Andrea Ceroli

Discussion of The Forward Search: Theory and Data Analysis by Anthony C. Atkinson, Marco Riani, and Andrea Ceroli 1 Introdction Discssion of The Forward Search: Theory and Data Analysis by Anthony C. Atkinson, Marco Riani, and Andrea Ceroli Søren Johansen Department of Economics, University of Copenhagen and CREATES,

More information

Optimal Control, Statistics and Path Planning

Optimal Control, Statistics and Path Planning PERGAMON Mathematical and Compter Modelling 33 (21) 237 253 www.elsevier.nl/locate/mcm Optimal Control, Statistics and Path Planning C. F. Martin and Shan Sn Department of Mathematics and Statistics Texas

More information

GEOGRAPHY GEOGRAPHY. CfE. BrightRED Study Guide. CfE. ADVANCED Higher. Phil Duffy. BrightRED Study Guides. CfE ADVANCED Higher GEOGRAPHY.

GEOGRAPHY GEOGRAPHY. CfE. BrightRED Study Guide. CfE. ADVANCED Higher. Phil Duffy. BrightRED Study Guides. CfE ADVANCED Higher GEOGRAPHY. BrightRED BrightRED Stdy Gides Phil Dffy This BrightRED Stdy Gide is the ltimate companion to yor Advanced Higher Geography stdies! Written by or trsted athor and experienced Geography teacher, Phil Dffy,

More information

Axial Compressor Design Parameters

Axial Compressor Design Parameters Trbomachinery Lectre Notes 007-09-9 Axial Compressor Design Parameters Damian Vogt Corse MJ49 Nomenclatre Sbscripts Symbol Denotation Unit c Absolte velocity m/s h Enthalpy J/kg m& Mass flow rate kg/s

More information

We automate the bivariate change-of-variables technique for bivariate continuous random variables with

We automate the bivariate change-of-variables technique for bivariate continuous random variables with INFORMS Jornal on Compting Vol. 4, No., Winter 0, pp. 9 ISSN 09-9856 (print) ISSN 56-558 (online) http://dx.doi.org/0.87/ijoc.046 0 INFORMS Atomating Biariate Transformations Jeff X. Yang, John H. Drew,

More information

A GNF framework for turbulent flow models of drag reducing fluids and proposal for a k ε type closure

A GNF framework for turbulent flow models of drag reducing fluids and proposal for a k ε type closure J. Non-Newtonian Flid Mech. 114 2003 149 184 A GNF framewor for trblent flow models of drag redcing flids and proposal for a ε type closre F. T. Pinho Centro de Estdos de Fenómenos de Transporte, DEMEGI,

More information

Network Coding for Multiple Unicasts: An Approach based on Linear Optimization

Network Coding for Multiple Unicasts: An Approach based on Linear Optimization Network Coding for Mltiple Unicasts: An Approach based on Linear Optimization Danail Traskov, Niranjan Ratnakar, Desmond S. Ln, Ralf Koetter, and Mriel Médard Abstract In this paper we consider the application

More information

Finite Difference Method of Modelling Groundwater Flow

Finite Difference Method of Modelling Groundwater Flow Jornal of Water Resorce and Protection, 20, 3, 92-98 doi:0.4236/warp.20.33025 Pblished Online March 20 (http://www.scirp.org/ornal/warp) Finite Difference Method of Modelling Grondwater Flow Abstract Magns.

More information

arxiv: v1 [physics.flu-dyn] 4 Sep 2013

arxiv: v1 [physics.flu-dyn] 4 Sep 2013 THE THREE-DIMENSIONAL JUMP CONDITIONS FOR THE STOKES EQUATIONS WITH DISCONTINUOUS VISCOSITY, SINGULAR FORCES, AND AN INCOMPRESSIBLE INTERFACE PRERNA GERA AND DAVID SALAC arxiv:1309.1728v1 physics.fl-dyn]

More information

Reflections on a mismatched transmission line Reflections.doc (4/1/00) Introduction The transmission line equations are given by

Reflections on a mismatched transmission line Reflections.doc (4/1/00) Introduction The transmission line equations are given by Reflections on a mismatched transmission line Reflections.doc (4/1/00) Introdction The transmission line eqations are given by, I z, t V z t l z t I z, t V z, t c z t (1) (2) Where, c is the per-nit-length

More information

Frequency Estimation, Multiple Stationary Nonsinusoidal Resonances With Trend 1

Frequency Estimation, Multiple Stationary Nonsinusoidal Resonances With Trend 1 Freqency Estimation, Mltiple Stationary Nonsinsoidal Resonances With Trend 1 G. Larry Bretthorst Department of Chemistry, Washington University, St. Lois MO 6313 Abstract. In this paper, we address the

More information

Artemisa. edigraphic.com. The uncertainty concept and its implications for laboratory medicine. medigraphic. en línea. Reporte breve Metrología

Artemisa. edigraphic.com. The uncertainty concept and its implications for laboratory medicine. medigraphic. en línea. Reporte breve Metrología medigraphic rtemisa en línea Reporte breve Metrología The ncertainty concept and its implications for laboratory medicine nders Kallner, PhD MD* MESUREMENT PERFORMNE * Department of linical hemistry Karolinska

More information

Mean Value Formulae for Laplace and Heat Equation

Mean Value Formulae for Laplace and Heat Equation Mean Vale Formlae for Laplace and Heat Eqation Abhinav Parihar December 7, 03 Abstract Here I discss a method to constrct the mean vale theorem for the heat eqation. To constrct sch a formla ab initio,

More information

Lecture: Corporate Income Tax - Unlevered firms

Lecture: Corporate Income Tax - Unlevered firms Lectre: Corporate Income Tax - Unlevered firms Ltz Krschwitz & Andreas Löffler Disconted Cash Flow, Section 2.1, Otline 2.1 Unlevered firms Similar companies Notation 2.1.1 Valation eqation 2.1.2 Weak

More information

Introdction Finite elds play an increasingly important role in modern digital commnication systems. Typical areas of applications are cryptographic sc

Introdction Finite elds play an increasingly important role in modern digital commnication systems. Typical areas of applications are cryptographic sc A New Architectre for a Parallel Finite Field Mltiplier with Low Complexity Based on Composite Fields Christof Paar y IEEE Transactions on Compters, Jly 996, vol 45, no 7, pp 856-86 Abstract In this paper

More information

Classify by number of ports and examine the possible structures that result. Using only one-port elements, no more than two elements can be assembled.

Classify by number of ports and examine the possible structures that result. Using only one-port elements, no more than two elements can be assembled. Jnction elements in network models. Classify by nmber of ports and examine the possible strctres that reslt. Using only one-port elements, no more than two elements can be assembled. Combining two two-ports

More information

A Characterization of the Domain of Beta-Divergence and Its Connection to Bregman Variational Model

A Characterization of the Domain of Beta-Divergence and Its Connection to Bregman Variational Model entropy Article A Characterization of the Domain of Beta-Divergence and Its Connection to Bregman Variational Model Hyenkyn Woo School of Liberal Arts, Korea University of Technology and Edcation, Cheonan

More information

Designing of Virtual Experiments for the Physics Class

Designing of Virtual Experiments for the Physics Class Designing of Virtal Experiments for the Physics Class Marin Oprea, Cristina Miron Faclty of Physics, University of Bcharest, Bcharest-Magrele, Romania E-mail: opreamarin2007@yahoo.com Abstract Physics

More information

EXERCISES WAVE EQUATION. In Problems 1 and 2 solve the heat equation (1) subject to the given conditions. Assume a rod of length L.

EXERCISES WAVE EQUATION. In Problems 1 and 2 solve the heat equation (1) subject to the given conditions. Assume a rod of length L. .4 WAVE EQUATION 445 EXERCISES.3 In Problems and solve the heat eqation () sbject to the given conditions. Assme a rod of length.. (, t), (, t) (, ),, > >. (, t), (, t) (, ) ( ) 3. Find the temperatre

More information

Prandl established a universal velocity profile for flow parallel to the bed given by

Prandl established a universal velocity profile for flow parallel to the bed given by EM 0--00 (Part VI) (g) The nderlayers shold be at least three thicknesses of the W 50 stone, bt never less than 0.3 m (Ahrens 98b). The thickness can be calclated sing Eqation VI-5-9 with a coefficient

More information

Chapter 2 Difficulties associated with corners

Chapter 2 Difficulties associated with corners Chapter Difficlties associated with corners This chapter is aimed at resolving the problems revealed in Chapter, which are cased b corners and/or discontinos bondar conditions. The first section introdces

More information

arxiv: v1 [physics.flu-dyn] 11 Mar 2011

arxiv: v1 [physics.flu-dyn] 11 Mar 2011 arxiv:1103.45v1 [physics.fl-dyn 11 Mar 011 Interaction of a magnetic dipole with a slowly moving electrically condcting plate Evgeny V. Votyakov Comptational Science Laboratory UCY-CompSci, Department

More information

Quantum Key Distribution Using Decoy State Protocol

Quantum Key Distribution Using Decoy State Protocol American J. of Engineering and Applied Sciences 2 (4): 694-698, 2009 ISSN 94-7020 2009 Science Pblications Qantm Key Distribtion sing Decoy State Protocol,2 Sellami Ali, 2 Shhairi Sahardin and,2 M.R.B.

More information

The Linear Quadratic Regulator

The Linear Quadratic Regulator 10 The Linear Qadratic Reglator 10.1 Problem formlation This chapter concerns optimal control of dynamical systems. Most of this development concerns linear models with a particlarly simple notion of optimality.

More information

A Single Species in One Spatial Dimension

A Single Species in One Spatial Dimension Lectre 6 A Single Species in One Spatial Dimension Reading: Material similar to that in this section of the corse appears in Sections 1. and 13.5 of James D. Mrray (), Mathematical Biology I: An introction,

More information

Appendix A: The Fully Developed Velocity Profile for Turbulent Duct Flows

Appendix A: The Fully Developed Velocity Profile for Turbulent Duct Flows Appendix A: The lly Developed Velocity Profile for Trblent Dct lows This appendix discsses the hydrodynamically flly developed velocity profile for pipe and channel flows. The geometry nder consideration

More information

Analytical Value-at-Risk and Expected Shortfall under Regime Switching *

Analytical Value-at-Risk and Expected Shortfall under Regime Switching * Working Paper 9-4 Departamento de Economía Economic Series 14) Universidad Carlos III de Madrid March 9 Calle Madrid, 16 893 Getafe Spain) Fax 34) 91649875 Analytical Vale-at-Risk and Expected Shortfall

More information

Analysis of Crack Propagation in Asphalt Concrete Using Cohesive Crack Model

Analysis of Crack Propagation in Asphalt Concrete Using Cohesive Crack Model 90 TRANSPORTATION RESEARCH RECORD 1317 Analysis of Crack Propagation in Asphalt Concrete Using Cohesive Crack Model YEOU-SHANG }ENQ AND }IA-DER PERNG A cohesive crack model, which is similar to the Dgdale

More information

Modulus and Thickness of the Pavement Surface Layer from SASW Tests

Modulus and Thickness of the Pavement Surface Layer from SASW Tests TRASPORTATIO RESEARCH RECORD 126 53 Modls and Thickness of the Pavement Srface Layer from SASW Tests JosE M. RoESSET, DER-WE CHAG, KEETH H. STOKOE II, AD MARWA AoAD The spectral analysis or srface waves

More information

STEP Support Programme. STEP III Hyperbolic Functions: Solutions

STEP Support Programme. STEP III Hyperbolic Functions: Solutions STEP Spport Programme STEP III Hyperbolic Fnctions: Soltions Start by sing the sbstittion t cosh x. This gives: sinh x cosh a cosh x cosh a sinh x t sinh x dt t dt t + ln t ln t + ln cosh a ln ln cosh

More information

LINEAR COMBINATIONS AND SUBSPACES

LINEAR COMBINATIONS AND SUBSPACES CS131 Part II, Linear Algebra and Matrices CS131 Mathematics for Compter Scientists II Note 5 LINEAR COMBINATIONS AND SUBSPACES Linear combinations. In R 2 the vector (5, 3) can be written in the form

More information

Bayes and Naïve Bayes Classifiers CS434

Bayes and Naïve Bayes Classifiers CS434 Bayes and Naïve Bayes Classifiers CS434 In this lectre 1. Review some basic probability concepts 2. Introdce a sefl probabilistic rle - Bayes rle 3. Introdce the learning algorithm based on Bayes rle (ths

More information

Lecture: Corporate Income Tax

Lecture: Corporate Income Tax Lectre: Corporate Income Tax Ltz Krschwitz & Andreas Löffler Disconted Cash Flow, Section 2.1, Otline 2.1 Unlevered firms Similar companies Notation 2.1.1 Valation eqation 2.1.2 Weak atoregressive cash

More information

Heterogeneous Entrepreneurs, Government Quality and Optimal Industrial Policy

Heterogeneous Entrepreneurs, Government Quality and Optimal Industrial Policy Heterogeneos Entrepreners, Government Qality and Optimal Indstrial Policy Michele Di Maio, Giorgio Fabbri, Vincenzo Lombardo To cite this version: Michele Di Maio, Giorgio Fabbri, Vincenzo Lombardo. Heterogeneos

More information