Civil Engineering Reference
In-Depth Information
Fig. 4.4 System with additive disturbance. Source : (Ljung 1999 )
Table 4.2 Linear models structures
Used polynomials
Model
B = 0, C = 1, D = 1
Auto-Regressive (AR)
B = 0, D = 1
Auto-Regressive Moving Average (ARMA)
C = 1, D = 1, F = 1
Auto-Regressive with eXogeneus inputs (ARX)
D = 1, F = 1
Auto-Regressive Moving Average with eXogeneus inputs (ARMAX)
A = 1, C = 1, D = 1
Output Error (OE)
A = 1
Box-Jenkins (BJ)
The linear parametric models most used in the literature have the polynomial gen-
eral structure as shown in Eq. 4.6 , see Fig. 4.4 . Hence, transfer functions associated
with the inputs and disturbances can be expressed according to Eqs. 4.7 and 4.8 ,
respectively. Therefore, different model structures can be obtained as a function of
the polynomials which are used, see Table 4.2 .
z 1
z 1
B
(
)
C
(
)
z 1
A
(
)
y
(
k
) =
u
(
k
) +
v
(
k
)
(4.6)
F
(
z 1
)
D
(
z 1
)
z 1
B
(
)
z 1
G
(
) =
(4.7)
z 1
z 1
A
(
)
F
(
)
z 1
C
(
)
z 1
H
(
) =
(4.8)
z 1
z 1
A
(
)
D
(
)
Apart from the fact that the AR and ARMA models do not considered the inputs,
B
0, the main difference among model structures lies in the consideration of
disturbances. AR and ARX structures suppose that disturbances are a white noise,
=
 
 
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