Civil Engineering Reference
In-Depth Information
3.2
The Time-Varying Copula for Dependence Parameters
We commonly use Pearson's correlation coefficient
ρ t to describe the dependence
structure in the dynamic Gaussian copula and dynamic Student- t copula. On the
other hand, we often use the Kendall's
τ t on the Gumbel and Clayton copulas. We
assumed that the dependence parameters rely on past dependence and historical
information
(
m t 1
0
.
5
)(
w t 1
0
.
5
)
. The dependence process of the Gaussian and
Student- t are, therefore,
ρ t = Λ ( α c + β c ρ t 1 + γ c (
m t 1
0
.
5
)(
w t 1
0
.
5
)) .
(11)
The dependence process of the Gumbel is
τ t = Λ ( α c + β c τ t 1 + γ c (
m t 1
0
.
5
)(
w t 1
0
.
5
)) .
(12)
In the conditional dependence, we assumed that
ρ t and
τ t determined from its past
level,
ρ ( t
1
)
and
τ ( t
1
)
. The parameter of
β c captures the persistent effect and
γ c
can captures historical information.
, denotes the logistic
transformation, which is used to ensure the dependence parameters fall within the
interval
Λ =
ln
[(
1
x t ) / (
1
+
x t )]
.
While we change the historical information
(
1
,
1
)
(
m 0 , t 1
0
.
5
)(
w e , t 1
0
.
5
)
to
1
10
10
i
, captures the variability of the dependence.
We proposed time-varying dependence processes for Clayton copula as
|
m t 1
w t 1 |
=
1
10
i = 1 | w t 1 m t 1 |
1
10
τ t = Π
α c + β c τ t 1 + γ c
(13)
e x
) 1 denotes the logistic transformation.
Π =(
1
+
3.3
The Estimation and Calibration of the Copula
IFM method is used to estimate copula-based GARCH mode and get the parameters.
The method function is
T
t = 1 ln f it ( k i , t , θ it )
ˆ
θ it =
arg max
(14)
T
t = 1 ln C it ( F it ( k 1 , t ) ,..., F nt ( k n , t ) , θ ct ,
ˆ
ˆ
θ ct =
arg max
θ it ) .
(15)
 
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