Environmental Engineering Reference
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where t x ðÞ is the time derivative of the candidate Lyapunov function ð t x ðÞ¼
x a Px a ; where P [ 0 Þ for the augmented system 27. Using Eq. ( 7.27 ), inequality 30
becomes:
t x ðÞ¼ X
r
x a þ x a P N i d þ d T N i Px a
A i P þ PA i
x a
ð 7 : 31 Þ
i ¼ 1
After simple manipulation, inequality Eq. ( 7.30 ) implies that the inequality
Eq. ( 7.32 ) must hold:
"
#
\0
A ij P þ PA ij þ c I
P N ij
ð 7 : 32 Þ
N ij P
cI
To be consistent with [ 27 ] P is structured as follows:
[ 0
P 1
0
P ¼
ð 7 : 33 Þ
0
P 2
Then after simple manipulation and using the variable change ð H ai ¼ P 2 L a ð p ÞÞ
the inequality [ 32 ] can be re-formulated as:
2
3
P 1 ½ BK j 0
P 1 E ð p Þ
X 11
P 1 R
0
4
5
X 22
0
0
P 2 G
P ij ¼
cI
0
0
\0
ð 7 : 34 Þ
cI
0
ð P 2 G Þ T
0
0
0
cI
where:
X 11 ¼ A i X 1 þð A i X 1 Þ T þ BY i þð BY i Þ T þ 1
c C p C p
Þ T H i C a H i C a
Þ T
X 22 ¼ P 2 A ai þ P 2 A ai
ð
ð
A single step design formulation of the matrix inequality in [ 34 ] is proposed to
avoid the complexity of separate design steps characterised by repeated iteration
to determine the gains required. Hence, P ij as shown in [ 34 ] becomes:
P 11
P 12
P ij ¼
ð 7 : 35 Þ
P 22
where
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