 Chapter 1.1: Review of Calculus
 Chapter 1.2: Roundoff Errors and Computer Arithmetic
 Chapter 1.3: Algorithms and Convergence
 Chapter 10.1: Fixed Points for Functions of Several Variables
 Chapter 10.2: Newton's Method
 Chapter 10.3: QuasiNewton Methods
 Chapter 10.4: Steepest Descent Techniques
 Chapter 10.5: Homotopy and Continuation Methods
 Chapter 11.1: The Linear Shooting Method
 Chapter 11.2: The Shooting Method for Nonlinear Problems
 Chapter 11.3: FiniteDifference Methods for Linear Problems
 Chapter 11.4: FiniteDifference Methods for Nonlinear Problems
 Chapter 11.5: The RayleighRitz Method
 Chapter 12.1: Elliptic Partial Differential Equations
 Chapter 12.2: Parabolic Partial Differential Equations
 Chapter 12.3: Hyperbolic Partial Differential Equations
 Chapter 12.4: An Introduction to the FiniteElement Method
 Chapter 2.1: The Bisection Method
 Chapter 2.2: FixedPoint Iteration
 Chapter 2.3: Newton's Method and Its Extensions
 Chapter 2.4: Error Analysis for Iterative Methods
 Chapter 2.5: Accelerating Convergence
 Chapter 2.6: Zeros of Polynomials and Muller's Method
 Chapter 3.1: Interpolation and the Lagrange Polynomial
 Chapter 3.2: Data Approximation and Neville's Method
 Chapter 3.3: Divided Differences
 Chapter 3.4: Hermite Interpolation
 Chapter 3.5: Cubic Spline Interpolation
 Chapter 3.6: Parametric Curves
 Chapter 4.1: Numerical Differentiation
 Chapter 4.2: Richardson's Extrapolation
 Chapter 4.3: Elements of Numerical Integration
 Chapter 4.4: Composite Numerical Integration
 Chapter 4.5: Romberg Integration
 Chapter 4.6: Adaptive Quadrature Methods
 Chapter 4.7: Gaussian Quadrature
 Chapter 4.8: Multiple Integrals
 Chapter 4.9: Improper Integrals
 Chapter 5.1: The Elementary Theory of InitialValue Problems
 Chapter 5.10: Stability
 Chapter 5.11: Stiff Differential Equations
 Chapter 5.2: Euler's Method
 Chapter 5.3: HigherOrder Taylor Methods
 Chapter 5.4: RungeKutta Methods
 Chapter 5.5: Error Control and the RungeKuttaFehlberg Method
 Chapter 5.6: Multistep Methods
 Chapter 5.7: Variable StepSize Multistep Methods
 Chapter 5.8: Extrapolation Methods
 Chapter 5.9: HigherOrder Equations and Systems of Differential Equations
 Chapter 6.1: Linear Systems of Equations
 Chapter 6.2: Pivoting Strategies
 Chapter 6.3: Linear Algebra and Matrix Inversion
 Chapter 6.4: The Determinant of a Matrix
 Chapter 6.5: Matrix Factorization
 Chapter 6.6: Special Types of Matrices
 Chapter 7.1: Norms of Vectors and Matrices
 Chapter 7.2: Eigenvalues and Eigenvectors
 Chapter 7.3: The Jacobi and GaussSiedel Iterative Techniques
 Chapter 7.4: Relaxation Techniques for Solving Linear Systems
 Chapter 7.5: Error Bounds and Iterative Refinement
 Chapter 7.6: The Conjugate Gradient Method
 Chapter 8.1: Discrete Least Squares Approximation
 Chapter 8.2: Orthogonal Polynomials and Least Squares Approximates
 Chapter 8.3: Chebyshev Polynomials and Economization of Power Series
 Chapter 8.4: Rational Function Approximation
 Chapter 8.5: Trigonometric Polynomial Approximation
 Chapter 8.6: Fast Fourier Transforms
 Chapter 9.1: Linear Algebra and Eigenvalues
 Chapter 9.2: Orthogonal Matrices and Similarity Transformations
 Chapter 9.3: The Power Method
 Chapter 9.4: Householder's Method
 Chapter 9.5: The QR Algorithm
 Chapter 9.6: Singular Value Decomposition
Numerical Analysis 9th Edition  Solutions by Chapter
Full solutions for Numerical Analysis  9th Edition
ISBN: 9780538733519
Numerical Analysis  9th Edition  Solutions by Chapter
Get Full SolutionsSince problems from 73 chapters in Numerical Analysis have been answered, more than 10677 students have viewed full stepbystep answer. Numerical Analysis was written by and is associated to the ISBN: 9780538733519. The full stepbystep solution to problem in Numerical Analysis were answered by , our top Math solution expert on 03/16/18, 03:30PM. This textbook survival guide was created for the textbook: Numerical Analysis, edition: 9. This expansive textbook survival guide covers the following chapters: 73.

CayleyHamilton Theorem.
peA) = det(A  AI) has peA) = zero matrix.

Conjugate Gradient Method.
A sequence of steps (end of Chapter 9) to solve positive definite Ax = b by minimizing !x T Ax  x Tb over growing Krylov subspaces.

Cross product u xv in R3:
Vector perpendicular to u and v, length Ilullllvlll sin el = area of parallelogram, u x v = "determinant" of [i j k; UI U2 U3; VI V2 V3].

Eigenvalue A and eigenvector x.
Ax = AX with x#O so det(A  AI) = o.

Graph G.
Set of n nodes connected pairwise by m edges. A complete graph has all n(n  1)/2 edges between nodes. A tree has only n  1 edges and no closed loops.

Hankel matrix H.
Constant along each antidiagonal; hij depends on i + j.

Hermitian matrix A H = AT = A.
Complex analog a j i = aU of a symmetric matrix.

Left inverse A+.
If A has full column rank n, then A+ = (AT A)I AT has A+ A = In.

Linearly dependent VI, ... , Vn.
A combination other than all Ci = 0 gives L Ci Vi = O.

Nilpotent matrix N.
Some power of N is the zero matrix, N k = o. The only eigenvalue is A = 0 (repeated n times). Examples: triangular matrices with zero diagonal.

Normal matrix.
If N NT = NT N, then N has orthonormal (complex) eigenvectors.

Nullspace N (A)
= All solutions to Ax = O. Dimension n  r = (# columns)  rank.

Pivot.
The diagonal entry (first nonzero) at the time when a row is used in elimination.

Projection matrix P onto subspace S.
Projection p = P b is the closest point to b in S, error e = b  Pb is perpendicularto S. p 2 = P = pT, eigenvalues are 1 or 0, eigenvectors are in S or S...L. If columns of A = basis for S then P = A (AT A) 1 AT.

Random matrix rand(n) or randn(n).
MATLAB creates a matrix with random entries, uniformly distributed on [0 1] for rand and standard normal distribution for randn.

Reflection matrix (Householder) Q = I 2uuT.
Unit vector u is reflected to Qu = u. All x intheplanemirroruTx = o have Qx = x. Notice QT = Q1 = Q.

Row picture of Ax = b.
Each equation gives a plane in Rn; the planes intersect at x.

Similar matrices A and B.
Every B = MI AM has the same eigenvalues as A.

Stiffness matrix
If x gives the movements of the nodes, K x gives the internal forces. K = ATe A where C has spring constants from Hooke's Law and Ax = stretching.

Triangle inequality II u + v II < II u II + II v II.
For matrix norms II A + B II < II A II + II B IIĀ·