Mathematics & Statistics
Texas Tech University
Kent Pearce

Department of Mathematics and Statistics
Texas Tech University
Lubbock, Texas 79409-1042
Voice: (806)742-2566 x 226
FAX: (806)742-1112
Email: kent.pearce@ttu.edu

Math 3350
Higher Mathematics for Engineers and Scientists
Spring 2010
Zill & Cullen
Advanced Engineering Mathematics
Jones & Bartlett

Review Exam II
Section Content      Suggested Problems
Section 3.1
  • Initial-Value and Boundary Value Problems
  • Existence and Uniqueness of IVP
  • Potential Non-Existence/Non-Uniqueness of BVP
  • Homogeneous Equations
  • Operator Notation
  • Vector Space of Solutions of Homogeneous Equation
  • Linear Independence of Solutions of Homogeneous Equation
  • Theorem 3.3 Wronskian Test for Linear Independence
  • Fundamental Set of Solutions
  • Superpostion Principle - Non-Homongenous Equations
 
Section 3.2
  • Reduction of Order
  • Standard Form
  • y2 = u(x)y1(x)
2, 6, 9 ,11
Section 3.3
  • Linear, Constant Coefficient, Homogeneous
  • Auxillary or Characteristic Equation
  • Case I: Distinct Real Roots
  • Case II: Repeated Real Roots
  • Case III: Complex Conjuate Roots
  • Special Cases
    • y" + k2y = 0
    • y" - k2y = 0
3, 5, 10, 13, 15, 18, 24, 31, 33, 34
Section 3.4
  • Method of Undetermined Coefficients
  • Particular Solution L(y) = f(x)
    • f(x) = polynomial
    • f(x) = exponential
    • f(x) = cosine or sine
  • Glitch in the Method
  • Initial-Value Problem
4, 8, 12, 16, 19, 23, 28, 31
Section 3.5
  • Variation of Parameters
  • Standard Form
  • Construction Fundamental Set of Solutions for Homogeneous Problem
  • Solution for u1' and u2'
1, 2, 6, 8, 11
Section 3.6
  • Cauchy-Euler Equation
  • Auxillary or Characteristic Equation
  • Case I: Distinct Real Roots
  • Case II: Repeated Real Roots
  • Case III: Complex Conjuate Roots
  • Non-Homogeneous Equations
1, 4, 9, 11, 15, 19
Section 3.8
  • Linear Dynamical Systems
  • Hooke's Law
  • Newton's Second Law
  • Spring/Mass
  • Equilibrium Position
  • Coordinate System Orientation
  • Free Undamped Motion
    • mx" + kx = 0
    • x" + ω2x = 0
  • Alternative Form of Solution
    • Amplitude
    • Phase Angle
  • Free Damped Motion
    • mx" + βx' + kx = 0
    • x" + 2λx' + ω2x = 0
  • Overdamped, Critically Damped, Underdamped
  • Driven or Forced Motion
    • mx" + βx' + kx = f(t)
    • x" + 2λx' + ω2x = F(t)
  • Transient vs Steady-State Solutions
3, 6, 9, 10, 21, 22, 26, 29





Navigation Bar Home Vita Pre-Prints Courses Pre Lims Links Jokes

Home | Vita | Pre-Prints | Courses | Pre Lims | Links | Jokes

Comments maybe be mailed to: kent.pearce@ttu.edu

Last modified on: Monday, 10-Aug-2015 12:47:29 CDT