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.
Search WWH ::
Custom Search