impact of copulas for modeling bivariate distributions on...
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Structural Safety 44 (2013) 80–90
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Structural Safety
j o u r n a l h o m e p a g e : w w w . e l s e v i e r . c o m / l o c a t e / s t r u s a f e
mpact of copulas for modeling bivariate distributions on system
eliability
iao-Song Tang a , Dian-Qing Li a , * , Chuang-Bing Zhou a , Kok-Kwang Phoon b , Li-Min Zhang c
State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, 8 Donghu South Road, Wuhan 430072, PR China Department of Civil and Environmental Engineering, National University of Singapore, Blk E1A, #07–03, 1 Engineering Drive 2, Singapore 117576, Singapore Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong
r t i c l e i n f o
rticle history:
eceived 12 April 2013
eceived in revised form 24 June 2013
ccepted 25 June 2013
eywords:
oint probability distribution
orrelation coefficient
opulas
arallel system
ystem reliability
eliability analysis
a b s t r a c t
A copula-based method is presented to investigate the impact of copulas for modeling bivariate distributions
on system reliability under incomplete probability information. First, the copula theory for modeling bivariate
distributions as well as the tail dependence of copulas are briefly introduced. Then, a general parallel system
reliability problem is formulated. Thereafter, the system reliability bounds of the parallel systems are gen-
eralized in the copula framework. Finally, an illustrative example is presented to demonstrate the proposed
method. The results indicate that the system probability of failure of a parallel system under incomplete
probability information cannot be determined uniquely. The system probabilities of failure produced by dif-
ferent copulas differ considerably. Such a relative difference in the system probabilities of failure associated
with different copulas increases greatly with decreasing component probability of failure. The maximum
ratio of the system probabilities of failure for the other copulas to those for the Gaussian copula can happen
at an intermediate correlation. The tail dependence of copulas has a significant influence on parallel system
reliability. The copula approach provides new insight into the system reliability bounds in a general way. The
Gaussian copula, commonly used to describe the dependence structure among variables in practice, produces
only one of the many possible solutions of the system reliability and the calculated probability of failure may
be severely biased. c © 2013 Elsevier Ltd. All rights reserved.
. Introduction
In reliability analyses, quantities such as loads, material properties
nd structural dimensions are typically treated as random variables
r random fields (e.g., [ 1 –3 ]). Furthermore, these quantities are usu-
lly correlated with each other. For example, flood peak discharge
nd volume are interrelated in a flood frequency analysis [ 4 ]; peak
nd permanent displacements of a system subjected to earthquake
oading [ 5 ], curve-fitting parameters underlying a soil–water char-
cteristic curve [ 6 ], and curve-fitting parameters underlying load–
isplacement curves of piles [ 7 ] are correlated with each other. It
s well known that the joint cumulative distribution function (CDF)
r probability density function (PDF) of these parameters should be
vailable to evaluate the reliability accurately. In engineering prac-
ice, unfortunately, the available data are only sufficient for determin-
ng appropriate marginal distributions as well as covariances, which
oses a problem of incomplete probability information [ 8 –11 ]. Under
his condition, the modeling and simulation of correlated non-normal
ariables are challenging problems [ 12 , 13 ], and a rigorous evaluation
f reliability is impossible [ 14 , 15 ].
* Corresponding author. Tel.: + 86 27 6877 2496; fax: + 86 27 6877 4295. E-mail address: [email protected] (D.-Q. Li).
167-4730/ $ - see front matter c © 2013 Elsevier Ltd. All rights reserved. ttp://dx.doi.org/10.1016/j.strusafe.2013.06.004
Conventionally, the Nataf model [ 8 , 14 , 16 , 17 ] is used to construct
the joint CDF or PDF based on incomplete probability information. As
pointed out by Lebrun and Dutfoy [ 18 ] and Li et al. [ 19 ], the Nataf
model essentially adopts a Gaussian copula for modeling the depen-
dence structure among the variables. That is to say, there is an implicit
assumption that the Gaussian copula is adequate for characterizing
the dependence structure. Unfortunately, this commonly used as-
sumption is not validated in a rigorous way. In this situation, it is
natural to question if the less than best-fit Gaussian copula will lead
to unacceptable errors in probability of failure when the Gaussian
copula cannot rigorously characterize the dependence structure but
is still used to construct the joint probability distribution of correlated
non-normal variables associated with the reliability analyses.
To evaluate the accuracy of Gaussian copula for modeling the de-
pendence structure between two random variables, Li et al. [ 20 ] in-
vestigated the performance of two commonly used translation ap-
proaches, in which the dependence structure between two random
variables is modeled by the Gaussian copula based on their abilities
to match the high order joint moments, joint PDFs, and component
probabilities of failure. Li et al. [ 21 ] further explored the impact of the
two translation approaches on parallel system reliability. Essentially,
Li et al. [ 20 , 21 ] only evaluated the performance of the Gaussian cop-
ula. As for the dependence structures among variables characterized
http://dx.doi.org/10.1016/j.strusafe.2013.06.004http://www.sciencedirect.com/science/journal/01674730http://www.elsevier.com/locate/strusafehttp://crossmark.dyndns.org/dialog/?doi=10.1016/j.strusafe.2013.06.004&domain=pdfmailto:[email protected]://dx.doi.org/10.1016/j.strusafe.2013.06.004
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Xiao-Song Tang et al. / Structural Safety 44 (2013) 80–90 81
by other copulas such as t , Clayton, Frank, and Plackett copulas [ 22 ],
the differences in the probabilities of failure associated with different
copulas have not been investigated. For this reason, Tang et al. [ 10 , 11 ]
studied the effect of copulas for modeling the bivariate distributions
on component reliability. However, structural systems usually consist
of more than one structural component or failure mode (e.g., [ 1 , 23 ]).
It is evident that the reliability of an individual component cannot
represent the reliability of the entire structural system. It is of practi-
cal interest to distinguish between the reliability of each component
and the reliability of the entire structural system. In addition, the ef-
fect of tail dependence of copulas on system reliability has not been
investigated. With these in mind, the effect of copulas for modeling
the joint distributions on the system reliability should be explored,
and is the topic of the present research.
This paper aims to investigate the impact of copulas for construct-
ing bivariate distributions on parallel system reliability under incom-
plete probability information. To achieve this goal, this article is or-
ganized as follows. In Section 2 , the copula theory for modeling the
joint probability distributions of multiple correlated variables is intro-
duced briefly. Six copulas, namely Gaussian, t , Frank, Plackett, Clayton
and CClayton copulas are selected to model the dependence structure
between two variables. In Section 3 , a general parallel system reliabil-
ity problem is formulated, and the corresponding bounds of system
probability of failure are derived from the copula viewpoint. The ra-
tios of the system probabilities of failure for the other copulas to those
for the Gaussian copula and the effect of tail dependence of copulas
on system reliability are presented in Section 4 .
2. A copula-based method for modeling the bivariate
distribution of two variables
According to Sklar’s theorem (e.g., [ 22 ]), the bivariate joint CDF oftwo random variables X 1 and X 2 is given by
F ( x 1 , x 2 ) = C ( F 1 ( x 1 ) , F 2 ( x 2 ) ; θ) = C ( u 1 , u 2 ; θ) (1)where F ( x 1 , x 2 ) is the joint CDF of X 1 and X 2 ; u 1 = F 1 ( x 1 ) and u 2 = F 2 ( x 2 )are the marginal distributions of X 1 and X 2 , respectively; C ( u 1 , u 2 ; θ)
is the copula function in which θ is a copula parameter describing the
dependency between X 1 and X 2 . In mathematical terms, a bivariate
copula function C ( u 1 , u 2 ; θ) is a two-dimensional probability distri-
bution on [0, 1] 2 with uniform marginal distributions on [0, 1]. From
Eq. (1) , the bivariate PDF of X 1 and X 2 , f ( x 1 , x 2 ), can be obtained as
(e.g., [ 22 ])
f ( x 1 , x 2 ) = f 1 ( x 1 ) f 2 ( x 2 ) c ( F 1 ( x 1 ) , F 2 ( x 2 ) ; θ) (2)where f 1 ( x 1 ) and f 2 ( x 2 ) are the marginal PDFs of X 1 and X 2 , respec-
tively; c ( F ( x 1 ), F 2 ( x 2 ); θ) is the copula density function, which is given
by
c ( F 1 ( x 1 ) , F 2 ( x 2 ) ; θ) = c ( u 1 , u 2 ; θ) = ∂ 2 C ( u 1 , u 2 ; θ) /∂ u 1 ∂ u 2 (3)Theoretically, the joint CDF and PDF of X 1 and X 2 can be determined
by Eqs. (1) and (2) if the marginal distributions of X 1 and X 2 , and the
copula function are known.
Many copulas can be used to describe the dependence between
two random variables. Generally, the dependence structures under-
lying different copulas differ significantly. To clearly capture the dif-
ferences in various copulas, the Gaussian copula, t copula, Plackett
copula, Frank copula, Clayton copula and CClayton copula [ 22 ] are
examined in this study. The aforementioned six copulas, along with
the ranges of the θ parameter are listed in Table 1 . The six copulas are
selected due to the following three reasons. First, they are commonly
used copulas associated with several typical copula families. Among
them, the Gaussian and t copulas are elliptical copulas. The Plackett
copula is a member of the Plackett copula family. The Frank, Clayton
and CClayton copulas are commonly used Archimedean copulas. In
addition, the Gaussian, t , Plackett, and Frank copulas are symmetric
copulas. Second, the aforementioned six copulas can describe posi-
tive dependences, and the values of the correlation coefficients can
approach 1. Finally, the t , Clayton and CClayton copulas have tail de-
pendence (e.g., [ 22 ]), which can account for the effect of tail depen-
dence on reliability. These three features are suitable for investigating
the effect of copulas on system reliability.
It should be noted that most copula applications are concerned
with bivariate data. One possible reason for this is that relatively
few copula families have practical N -dimensional generalization (e.g.,
[ 22 ]). Among the selected six copulas, only the Gaussian and t copulas
belonging to the family of elliptical copulas can be readily generalized
to multivariate case. For this reason, the Gaussian and t copulas are
widely used to characterize the dependence structure among multi-
variables in practical application. Unlike the Gaussian and t copulas,
the Plackett, Frank, Clayton and CClayton copulas have only a single
parameter. Hence, they cannot describe general dependence among
more than two random variables.
The Archimedean copulas such as Frank, Clayton and CClayton
copulas have two generalizations, but both of them are afflicted by
some shortcomings. The first generalization, termed symmetric [ 22 ],
uses the same generator as the bivariate case. Thus, all variables are
described by the same dependence structure, which is extremely sim-
ple for most practical applications. The second generalization, termed
asymmetric [ 24 ], uses ( N − 1) different generators. Although ( N − 1)different dependence structures are allowed, existence conditions
must be satisfied for the generalized multivariate copula to be valid.
These conditions impose restrictions on the copula parameters, and
only a limited range of correlations can be taken into consideration.
Hence, the commonly used approach is to analyze the multivariate
data pair by pair using bivariate copulas when confronted with a
multivariate data.
To facilitate the understanding of the subsequent analyses, the
concept of tail dependence is introduced briefly. The tail dependence
relates to the amount of dependence at the upper-quadrant tail or
lower-quadrant tail of a bivariate distribution. The coefficients of up-
per and lower tail dependence, λU and λL , are defined as
λU = lim q→ 1 −
P [
X 2 > F −1 2 ( q )
∣∣∣X 1 > F −1 1 ( q ) ] (4)
λL = lim q→ 0 +
P [
X 2 < F −1 2 ( q )
∣∣∣X 1 < F −1 1 ( q ) ] (5)given that these limits λU ∈ [0,1] and λL ∈ [0,1] exist. In Eqs. (4) and(5) , F 1
−1 ( ·) and F 2 −1 ( ·) are the inverse CDFs of X 1 and X 2 , respectively.If λU ∈ (0,1] or λL ∈ (0,1], X 1 and X 2 are said to be asymptotically de-pendent at the upper tail or lower tail; if λU = 0 or λL = 0, X 1 and X 2are said to be asymptotically independent at the upper tail or lower
tail.
It can be seen from the definition of tail dependence that the
coefficient of upper tail dependence is the probability that the random
variable X 2 exceeds its quantile of order q , knowing that X 1 exceeds its
quantile of the same order when order q approaches 1. The coefficient
of lower tail dependence is the probability that X 2 is smaller than its
quantile of order q , knowing that X 1 is smaller than its quantile of the
same order when order q approaches 0.
As mentioned, the Gaussian, Plackett and Frank copulas do not
have tail dependence. Unlike the aforementioned three copulas, the
t copula, Clayton copula and CClayton copula have tail dependence.
The t copula with v degrees of freedom has both lower and upper tail
dependences, which are given by
λU = λL = 2 [
1 − t v+ 1 ( √
( v + 1 ) ( 1 − θ) ( 1 + θ)
) ] (6)
in which t v + 1 is the CDF of the one-dimensional Student distributionwith v + 1 degrees of freedom.
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82 Xiao-Song Tang et al. / Structural Safety 44 (2013) 80–90
Table 1
Summary of the adopted bivariate copula functions in this study.
Copula Copula function, C ( u 1 , u 2 ; θ) Limiting cases of C ( u 1 , u 2 ; θ) Range of θ
Gaussian �θ ( �−1 ( u 1 ), �−1 ( u 2 )) C −1 = W , C 0 = �, C 1 = M [ −1, 1]
t t θ,v ( t v −1 ( u 1 ) , t v −1 ( u 2 )) C −1 = W , C 0 �= �, C 1 = M [ −1, 1]
Plackett S −
√ S 2 −4 u 1 u 2 θ( θ−1)
2( θ−1) , S = 1 + ( θ − 1)( u 1 + u 2 ) C 0 = W , C 1 = �, C ∞ = M (0, ∞ ) \{ 1 } Frank − 1
θln [1 + ( e −θu 1 −1)( e −θu 2 −1)
e −θ −1 ] C −∞ = W , C 0 = �, C ∞ = M ( −∞ , ∞ ) \{ 0 } Clayton ( u 1
−θ + u 2 −θ − 1) −1 θ C 0 = �, C ∞ = M (0, ∞ )
CClayton u 1 + u 2 − 1 + [ (1 − u 1 ) −θ + (1 − u 2 ) −θ − 1] −1 θ C 0 = �, C ∞ = M (0, ∞ )
Note: The subscript on C denotes the value of copula parameter θ .
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Unlike the t copula, the Clayton copula only has lower tail depen-ence. The coefficient of lower tail dependence is given by
L = 2 −1 /θ (7) ince the CClayton copula is the survival copula of the Clayton cop-
la, it only has upper tail dependence. The coefficient of upper tail
ependence is given by
U = 2 −1 /θ (8) t can be observed from Eqs. (7) and (8) that the coefficients of tail
ependence for the Clayton and CClayton copulas remain the same.
Based on the above discussions, the copulas and their coefficients
f tail dependence are closely related to the copula parameter θ . The
alue of θ can be determined through the linear correlation coefficient
r rank correlation coefficients such as the Pearson linear correlation
oefficient, Spearman and Kendall rank correlation coefficients (e.g.,
25 ]). In this work, the Kendall correlation coefficient is adopted be-
ause it is easy to estimate in a robust way and invariant under strictly
ncreasing transformations in comparison with the linear correlation
oefficient. Note that the Spearman rank correlation coefficient can
lso be used for such a purpose. The Kendall rank correlation coeffi-
ient between two random variables X 1 and X 2 , τ , is expressed as
= 4 ∫ 1
0
∫ 1 0 C ( u 1 , u 2 ; θ) dC ( u 1 , u 2 ; θ) − 1 (9)
or the Gaussian and t copulas, Eq. (9) can be further simplified as
= 2 arcsin θπ
(10)
imilarly, for the Clayton and CClayton copulas, Eq. (9) can be simpli-
ed as
= θ2 + θ (11)
ence, with the known Kendall rank correlation coefficient τ , the
opula parameter θ for the selected six copulas can be easily obtained
hrough Eqs. (9)-(11) .
. Parallel system reliability associated with different copulas
.1. Formulation of the system reliability problem for a parallel system
It is well known that a system can be classified as a series system
r a parallel system, or combinations thereof. Among them, the se-
ies and parallel systems are two basic systems. In comparison with
he series system reliability problem, the parallel system reliability
roblem captures the difference in system probability of failure effec-
ively. Hence, only the parallel system reliability is investigated. For
implicity, the system reliability of a parallel system consisting of two
omponents is adopted. The failure of the considered parallel system
ith two components connected in parallel requires that all the two
omponents fail. The system probability of failure, p fs , is expressed as
p fs = P [ g 1 ( x ) < 0 ∩ g 2 ( x ) < 0 ] (12)
where x represents the random vector; g 1 ( x ) and g 2 ( x ) are the per-
formance functions for the two components, respectively. Two cases
of g 1 ( x ) are considered as below: {g 1 ( x ) = S 1 − x 1 g 1 ( x ) = x 1 − S 3 (13)
Similarly, two cases of g 2 ( x ) are considered as below: {g 2 ( x ) = S 2 − x 2 g 2 ( x ) = x 2 − S 4 (14)
in which S 1 –S 4 are four constants. The reliability levels can be varied
when the four constants take different values. Based on Eqs. (12)-(14) ,
there exist four combinations of g 1 ( x ) and g 2 ( x ). The resulting system
probabilities of failure are expressed as
p fs 1 = P [ S 1 − x 1 < 0 ∩ S 2 − x 2 < 0 ] (15a)
p fs 2 = P [ x 1 − S 3 < 0 ∩ x 2 − S 4 < 0 ] (15b)
p fs 3 = P [ x 1 − S 3 < 0 ∩ S 2 − x 2 < 0 ] (15c)
p fs 4 = P [ S 1 − x 1 < 0 ∩ x 2 − S 4 < 0 ] (15d)
Theoretically, the four parallel systems are able to scan the entire
area of the joint PDF surface provided that the four constants are
varied over a wide range. For brevity, the parallel systems represented
by Eqs. (15a) –(15d) are hereafter referred to as systems I, II, III, and IV,
respectively. Fig. 1 illustrates the failure domains for the considered
four parallel systems. Note that all the failure domains are in the semi-
infinite space. Furthermore, the diagonals of the failure domains are
parallel or perpendicular to the symmetric planes of the selected six
copula functions although the copula functions are not plotted in Fig.
1 . These features are very suitable for identifying the differences in
the probabilities of failure produced by different copulas.
3.2. Formulae for calculating system probability of failure
Since the failure domains shown in Fig. 1 are simple, the system
probabilities of failure in Eq. (15) can be calculated readily. Let p fc 1 and p fc 2 be the probabilities of failure for components 1 and 2, re-
spectively. They are defined as {p fc 1 = P ( g 1 ( x ) < 0 ) p fc 2 = P ( g 2 ( x ) < 0 )
(16)
For simplicity, the probability of failure of component 1 is assumed
the same as that of component 2,
p fc 1 = p fc 2 (17) According to Eqs. (16) and (17) , the constants S 1 –S 4 can be derived as {
F 1 ( S 1 ) = F 2 ( S 2 ) = 1 − p fc F 1 ( S 3 ) = F 2 ( S 4 ) = p fc
(18)
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Xiao-Song Tang et al. / Structural Safety 44 (2013) 80–90 83
Fig. 1. Illustration of the analyzed parallel systems and their failure domains.
Substituting Eqs. (16) and (18) into Eq. (15) yields
p fs 1 = 1 − F 1 ( S 1 ) − F 2 ( S 2 ) + F ( S 1 , S 2 ) = 2 p fc − 1 + C
(1 − p fc , 1 − p fc ; θ
) (19a)p fs 2 = F ( S 3 , S 4 ) = C
(p fc , p fc ; θ
)(19b)
p fs 3 = F 1 ( S 3 ) − F ( S 3 , S 2 ) = p fc − C (
p fc , 1 − p fc ; θ)
(19c)
p fs 4 = F 2 ( S 4 ) − F ( S 1 , S 4 ) = p fc − C (1 − p fc , p fc ; θ
)(19d)
It can be seen from Eq. (19) that the system probabilities of failure for
the four parallel systems only depend on the component probabilities
of failure p fc and the copula parameters θ that are directly related to τ
as shown in Eq. (9) . A change in p fc or τ leads to a change in the
system probability of failure. The system probability of failure does
not relate to the marginal distributions directly. Therefore, there is no
need to make any assumptions on the marginal distributions of the
random variables. For simplicity, the random variables are assumed
to be standard normally distributed.
3.3. System reliability bounds from the copula viewpoint
In system reliability analyses, system reliability bounds are of-
ten used to validate the system probabilities of failure. The general
bounds for probabilities of failure of a parallel system are available
in the literature (e.g., [ 2 , 26 ]). For the general reliability bounds, the
dependence among variables is represented by the Pearson linear cor-
relation coefficient instead of the rank correlation coefficients. In this
study, the bounds of system probabilities of failure for the considered
parallel systems are derived from the copula viewpoint. To the best
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84 Xiao-Song Tang et al. / Structural Safety 44 (2013) 80–90
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f our knowledge, this approach extends the conventional system
eliability bounds that are based on the Pearson linear correlation
oefficient (e.g., [ 2 , 26 ]).
According to the Fr ́echet–Hoeffding bounds inequality (e.g., [ 22 ]),
or every copula C and every ( u 1 , u 2 ) in I 2 , one can obtain
( u 1 , u 2 ) ≤ C ( u 1 , u 2 ) ≤ M ( u 1 , u 2 ) (20) n which W ( u 1 , u 2 ) and M ( u 1 , u 2 ) are the Fr ́echet–Hoeffding lower
nd upper bounds, respectively, and are given by
( u 1 , u 2 ) = max ( u 1 + u 2 − 1 , 0 ) (21)
M ( u 1 , u 2 ) = min ( u 1 , u 2 ) (22) t should be noted that W ( u 1 , u 2 ) and M ( u 1 , u 2 ) are also copulas. For
revity, they are referred to as W and M , respectively. Besides these
opulas, a third important copula that is frequently encountered is
he product copula �( u 1 , u 2 ) = u 1 u 2 . In general, when τ approaches ero, copula C converges to �. When τ approaches −1 and 1, copula converges to W and M , respectively. Table 1 also summarizes the
imiting cases for the selected six copulas when τ takes the above
alues. Note that all the copulas except the t copula converge to �
hen τ approaches zero. When the number of degrees of freedom
iverges, the t copula converges to �, which is also equivalent to the
aussian copula.
If the t copula is excluded from the aforementioned six copulas, for
∈ [0, 1], the Fr ́echet–Hoeffding bounds associated with the Gaussian, lackett, Frank, Clayton, and CClayton copulas can be expressed as
( u 1 , u 2 ) ≤ C ( u 1 , u 2 ) ≤ M ( u 1 , u 2 ) (23) y substituting Eq. (23) into Eq. (19) , the system reliability bounds for
he considered four parallel systems are derived as
p 2 fc ≤ p fs 1 ≤ p fc (24a)
p 2 fc ≤ p fs 2 ≤ p fc (24b)
ax (2 p fc − 1 , 0
) ≤ p fs 3 ≤ p 2 fc (24c) ax
(2 p fc − 1 , 0
) ≤ p fs 4 ≤ p 2 fc (24d) t can be seen from Eq. (24) that the reliability bounds for system I
re the same as those for system II. The reliability bounds for systems
II and IV remain the same. The system probabilities of failure for
ystems I and II are significantly higher than those for systems III and
V. When the t copula is used for systems I and II, the upper bounds
f the system probability of failure are the same as those in Eq. (24) ,
nd the lower bounds of the system probability of failure are above
he lower bounds in Eq. (24) . When the t copula is used for systems
II and IV, the lower bounds are the same as those in Eq. (24) , and the
pper bounds also exceed the upper bounds in Eq. (24) . In addition,
he system reliability bounds increase with decreasing component
robability of failure.
. Reliability analysis results for the parallel systems
The system probabilities of failure for different copulas can be
btained using Eq. (19) . The lower and upper bounds of the system
robability of failure are calculated by Eq. (24) . For illustrative pur-
oses, only positive Kendall rank correlation coefficients [0, 1] are
nalyzed in this study because the Clayton and CClayton copulas can
nly account for the positive correlation between two correlated ran-
om variables. Since the two component probabilities of failure are
ssumed the same and the selected six copulas are symmetrical about
he 45 ◦ diagonal line, the system probabilities of failure for systems II and IV remain the same. Therefore, only the system probabilities
f failure for systems I, II and III are studied step by step in the fol-
owing. The reliability results associated with the Gaussian copula
are highlighted because the Gaussian copula is commonly used to
describe the dependence structure among variables in practice when
the available data are not enough to select one copula among a set of
candidate copulas [ 6 , 15 ]. In addition, since the Gaussian copula is a
limiting case of the t copula when the degrees of freedom v become
infinity, a t copula with v = 2 is used in this study in order to distin- guish the difference in dependence modeling between the Gaussian
and t copulas.
4.1. System probabilities of failure for parallel system I
Fig. 2 compares the system probabilities of failure of parallel sys-
tem I associated with the selected six copulas for various component
probabilities of failure. For comparison, the bounds of system proba-
bility of failure are also presented. The system probabilities of failure
produced by different copulas differ considerably. Such a relative dif-
ference in the system probabilities of failure associated with different
copulas increases with decreasing component probability of failure.
The results imply that the system probability of failure under incom-
plete probability information cannot be determined uniquely. When
τ is small (see Fig. 2 (a)), the system probabilities of failure associated
with the six copulas approach the lower bound. When τ is very large
(see Fig. 2 (c)), they appear to converge to the upper bound. These
observations further demonstrate the validity of the results.
Fig. 3 shows the system probabilities of failure for various Kendall
rank correlation coefficients. In Fig. 3 , a value of p fc = 1.0E −03 is used for illustration. The system probabilities of failure increase with in-
creasing Kendall rank correlation coefficient. When τ approaches 1,
the system probabilities of failure associated with the six copulas con-
verge to the upper bound value of 1.0E −03. When τ approaches 0, the system probabilities of failure associated with the six copulas except
the t copula converge to the lower bound value of 1.0E −06, which has been explained in Section 3 . The Clayton copula leads to the small-
est system probability of failure, whereas the t and CClayton copulas
produce higher system probabilities of failure. These results indicate
that the tail dependence underlying the t , Clayton, and CClayton cop-
ulas has a significant influence on the reliability results, which will be
explained later.
For engineers, the relative errors in system probability of failure
produced by the commonly used Gaussian copula for a prescribed tar-
get system reliability level may be of greatest interest. For this reason,
the ratios of p fs for the other five copulas to p fs for the Gaussian copula
are plotted against various target system probabilities of failure in Fig.
4 . The ratios increase with decreasing target system probability of fail-
ure. The ratios can be significant especially for a large τ . For τ = 0, the ratios of p fs for the t copula to p fs for the Gaussian copula are 34, 331,
3302, and 33,017 for p E fs
= 1.0E −03, 1.0E −04, 1.0E −05, and 1.0E −06, respectively. The maximum ratio is about 30,000, which implies that
the Gaussian copula will produce unacceptable system probabilities
of failure if the t copula is assumed to be the correct one among the
six copulas, and vice versa. For the t copula, the ratios monotoni-
cally decrease as τ increases. As expected, when τ approaches 1, the
t copula and the Gaussian copula produce the same results because
both system probabilities of failure approach the upper bound in Eq.
(24a) . For the other four copulas, the maximum ratio happens at an
intermediate τ .
4.2. System probabilities of failure for parallel system II
For system II, the plots are identical to those for system I with
the curves for the Clayton and CClayton copulas switched. The reason
is that both the Clayton and CClayton copulas are symmetrical with
respect to the 45 ◦ diagonal line of a unit square (i.e., a domain defined by [0, 1] 2 ), and the CClayton copula is the survival copula of the Clay-
ton copula. Hence, the probabilities of failure produced by the Clayton
copula for system II are identical to those produced by the CClayton
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Xiao-Song Tang et al. / Structural Safety 44 (2013) 80–90 85
Fig. 2. Probabilities of failure produced by different copulas for parallel system I.
Fig. 3. Effect of correlation coefficients on probabilities of failure produced by different
copulas for parallel system I ( p fc = 0.001).
copula for system I, and vice versa. Additionally, the results produced
by the t , Gaussian, Plackett, and Frank copulas remain unchanged be-
cause these copulas are all symmetrical with respect to the 45 ◦ and135 ◦ diagonal lines of a unit square. For brevity, the results for systemII are not presented again.
4.3. System probabilities of failure for parallel system III
Fig. 5 compares the system probabilities of failure of parallel sys-
tem III associated with the six copulas for various component prob-
abilities of failure. The system reliability bounds are calculated by
Eq. (24c) . In comparison with systems I and II, the system probabil-
ities of failure for system III decrease significantly even though the
same component probability of failure and Kendall rank correlation
coefficient are used for systems I, II, and III. The Clayton and CClay-
ton copulas produce the same system probabilities of failure. This
is because the CClayton copula is the survival copula of the Clayton
copula. The probabilities of failure associated with the t copula (see
Fig. 5 (a)) exceed the upper bound of the system probability of failure
significantly. The reason is that when τ approaches zero, the t copula
does not converge to the independent copula �. The resulting system
probability of failure is not constrained by the upper bound in Eq.
(24c) .
Fig. 6 shows the system probabilities of failure for various Kendall
rank correlation coefficients. Unlike systems I and II, a value of p fc = 0.1is used herein due to computational accuracy. The reason is that the
commonly used computers can only compute a system probability of
failure above 1.0E −17 with a sufficient accuracy. A value of p fc below0.1 would result in system probabilities of failure significantly below
1.0E −17, which is beyond the precision of the commonly used com-puters. In comparison with systems I and II, the system probabilities of
failure decrease with increasing τ , which decrease dramatically when
τ exceeds 0.6. The system probabilities of failure associated with the
six copulas except the t copula approach the upper bound value of
0.01 when τ approaches zero. For the six copulas, the system prob-
abilities of failure approach the lower bound, 0, when τ approaches
1.
Similarly, Fig. 7 shows the ratios of p fs for the other five copulas to
p fs for the Gaussian copula with various target system probabilities of
failure. The target system probability of failure associated with the t
and Plackett copulas is only taken as the level of 1.0E −03 (see Fig. 7 (a)and (b)) because the ratios significantly exceed 1.0E05 for p E
fs below
1.0E −03. The ratios associated with the t and Plackett copulas are verysensitive to the target system reliability level, which implies that there
is a large difference in dependence modeling among the t , Plackett and
Gaussian copulas for system III. For the t copula, when p E fs
increases
only from 1E −03 to 4E −03, the maximum ratio changes from 96,976to 54 (see Fig. 7 (a)). For the analyzed five copulas, the maximum
ratio occurs at an intermediate Kendall rank correlation coefficient.
In general, the ratios associated with different copulas could be very
large if the copulas for modeling the dependence structure among
variables are not selected properly.
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86 Xiao-Song Tang et al. / Structural Safety 44 (2013) 80–90
Fig. 4. Ratios of the system probabilities of failure of t ( v = 2), Plackett, Frank, Clayton and CClayton copulas to those of Gaussian copula for parallel system I.
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Xiao-Song Tang et al. / Structural Safety 44 (2013) 80–90 87
Fig. 5. Probabilities of failure produced by different copulas for parallel system III.
Fig. 6. Effect of correlation coefficients on probabilities of failure produced by different
copulas for parallel system III ( p fc = 0.1).
4.4. Effect of tail dependence of copulas on system reliability
In this section, we further investigate the effect of tail dependence
of copulas on system reliability. Fig. 8 shows the probabilities of fail-
ure associated with parallel systems I, II and III for various coefficients
of tail dependence. The tail dependence of copulas has a significant
influence on the parallel system reliability, especially for system III.
For instance, when the coefficient of tail dependence, λ, varies from
zero to 1, the probabilities of failure for systems I and II increase from
1E −06 to 1E −03. The latter is 1000 times of the former. For systemsI and II, the probabilities of failure produced by different copulas in-
crease with increasing coefficient of tail dependence. However, the
probabilities of failure for system III decrease as the coefficient of tail
dependence increases. As expected, the probabilities of failure pro-
duced by the Clayton copula in Fig. 8 (a) are equal to those produced
by the CClayton copula in Fig. 8 (b), and vice versa. This is because
the CClayton copula is the survival copula of the Clayton copula as
mentioned previously.
5. Discussion
Based on the aforementioned study, it can be observed that the
system probability of failure of a parallel system cannot be deter-
mined uniquely under incomplete probability information. The sys-
tem probabilities of failure produced by different copula models differ
considerably. Hence, evaluation of the system reliability under in-
complete probability information is still a challenging problem. This
section will explore some solutions to deal with practical problems
based on the above observations.
To estimate the system reliability under incomplete probability
information, three approaches are discussed in this section. The first
approach is to select a copula corresponding to the highest estimate
of probability of failure. In this approach, one may select a copula from
a set of candidate copulas, for example the set { Gaussian, t , Plackett,Frank, Clayton and CClayton copulas } studied in this work, whichresults in the highest estimate of probability of failure. The rationale
behind this is that a conservative estimate of reliability is generally
accepted by engineers when limited information is available [ 27 ].
Applying this approach, for parallel system I in the example studied
in Section 4 , the t copula or the CClayton copula should be selected
because it results in the highest probability of failure.
The second approach can be derived from the tail dependence
underlying copulas. For instance, if the available data associated with
the practical problems do not exhibit tail dependence, then the set of
candidate copulas { Gaussian, t , Plackett, Frank, Clayton and CClayton
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88 Xiao-Song Tang et al. / Structural Safety 44 (2013) 80–90
Fig. 7. Ratios of the system probabilities of failure of t ( v = 2), Plackett, Frank, Clayton and CClayton copulas to those of Gaussian copula for parallel system III.
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Xiao-Song Tang et al. / Structural Safety 44 (2013) 80–90 89
Fig. 8. Effect of tail dependence of copulas on system probabilities of failure for parallel
systems I, II, and III, respectively.
copulas } can be reduced to { Gaussian, Plackett and Frank copulas } .Again, if the available data have the upper tail dependence or the
lower tail dependence, the set of candidate copulas can be reduced to
{ t and CClayton copulas } or { t and Clayton copulas } . With the reducedset of candidate copulas, the bound of system probability of failure
can be improved.
The third approach is to collect more data for practical problems.
If the available data from field or laboratory tests associated with a
specific project are sufficient to identify the best-fit copula among
the set of candidate copulas, then the Akaike Information Criterion
(AIC) and the Bayesian Information Criterion (BIC) can be used for
identifying the best-fit copula, as illustrated by Li et al. [ 19 ]. The
system reliability produced by the best-fit copula can be taken as the
reliability of the considered system. It should be noted that, in most
cases, the available data associated with a specific project are very
limited. Therefore, the data from similar projects should be explored.
The rationale behind this approach is that the determination of a
copula only relies on the ranks underlying the observed data rather
than the real values of the data. With the relatively enough data at
hand, a cautious identification of the best-fit copula to the dependence
structure underlying the empirical data from the set of candidate
copulas can be conducted using the AIC or BIC.
6. Summary and conclusions
Copulas have been applied to construct bivariate distributions
with given marginal distributions and a correlation coefficient for
two correlated variables. A general parallel system reliability prob-
lem is formulated. The effect of the bivariate distribution models us-
ing copulas on the parallel system reliability is investigated. Several
conclusions can be drawn from this study:
(1) The system probability of failure of a parallel system under
incomplete probability information is not unique. The copulas
characterizing the dependence structures among the random
variables can significantly influence the probability of failure
of the system. The relative difference in system probabilities
of failure associated with different copulas increases tremen-
dously with decreasing component probability of failure.
(2) The ratios of the system probabilities of failure for the other
copulas to those for the Gaussian copula increase with increas-
ing target system reliability level. The maximum ratio may not
be associated with a large correlation. It can happen at an in-
termediate correlation level.
(3) The tail dependence of copulas has a significant influence on
the parallel system reliability. This finding highlights the im-
portance of tail dependence of copulas that should be paid
more attention in system reliability analyses.
(4) The bounds of system probabilities of failure for the considered
parallel systems are derived from the copula viewpoint. To the
best of our knowledge, this approach extends the conventional
system reliability bounds that are based on the Pearson lin-
ear correlation coefficient, and provides new insight into the
system reliability bounds.
(5) It is emphasized that the Gaussian copula, commonly used to
model the dependence structure among variables in practice,
produces only one of the many possible solutions of the par-
allel system reliability problem and the calculated probability
of failure may be severely biased, which has never been ex-
plained so far. This finding should be noted in practical system
reliability analyses.
Acknowledgments
This work was supported by the National Science Fund for Distin-
guished Young Scholars (Project No. 51225903 ), the National Natural
Science Foundation of China (Project No. 51079112 ) and the Doc-
toral Program Fund of Ministry of Education of China (Project No.
20120141110009 ).
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90 Xiao-Song Tang et al. / Structural Safety 44 (2013) 80–90
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http://dx.doi.org/10.1177/1748006X13481928http://dx.doi.org/10.1177/1748006X13481928
Impact of copulas for modeling bivariate distributions on system reliability1 Introduction2 A copula-based method for modeling the bivariate distribution of two variables3 Parallel system reliability associated with different copulas3.1 Formulation of the system reliability problem for a parallel system3.2 Formulae for calculating system probability of failure3.3 System reliability bounds from the copula viewpoint
4 Reliability analysis results for the parallel systems4.1 System probabilities of failure for parallel system I4.2 System probabilities of failure for parallel system II4.3 System probabilities of failure for parallel system III4.4 Effect of tail dependence of copulas on system reliability
5 Discussion6 Summary and conclusionsAcknowledgmentsReferences