Civil Engineering Reference
In-Depth Information
1.3 Theorem. For every n × n matrix G,
k →∞ G k
1 /k
= ρ(G).
lim
( 1 . 6 )
Proof. Let ε> 0, ρ = ρ(G) , and
1
B =
ε G.
ρ
+
Then ρ(B) = ρ/(ρ + ε) < 1, and lim k →∞ B k
0. Hence, sup k 0 B k
=
a<
.
G k
a(ρ + ε) k
and lim k →∞ G k
1 /k
This implies
ρ + ε . Thus, the left-hand
side of (1.6) is at most ρ(G) .
On the other hand, the left-hand side of (1.6) cannot be smaller than ρ(G)
since G has an eigenvalue of modulus ρ .
Here we have made use of the usual notation. In particular, M 1 can be
thought of as an approximate inverse of A . In the framework of the CG method,
the matrix M is called a preconditioner , and is usually denoted by the symbol C .
The Jacobi and Gauss-Seidel Methods
One way to get an iterative method is to start with the decomposition
A = D L U.
Here D is diagonal, L lower-triangular, and U upper-triangular:
a ik
if i = k ,
D ik =
0
otherwise,
a ik
a ik
if i>k ,
if i<k ,
L ik =
U ik =
0
otherwise,
0
otherwise.
The Jacobi method corresponds to the iteration
Dx k + 1
= (L + U)x k
+ b,
( 1 . 7 )
which can be written componentwise as
a ii x k + 1
a ij x j +
=−
b i ,i
=
1 , 2 ,...,n.
( 1 . 8 )
i
j = i
The associated iteration matrix is G = G J = D 1 (L + U) , and thus
a ik
a ii
for k
=
i ,
G ik =
0
otherwise.
 
 
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