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Structural Safety 44 (2013) 80–90 Contents lists available at SciVerse ScienceDirect 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 Impact of copulas for modeling bivariate distributions on system reliability Xiao-Song Tang a , Dian-Qing Li a, * , Chuang-Bing Zhou a , Kok-Kwang Phoon b , Li-Min Zhang c a State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, 8 Donghu South Road, Wuhan 430072, PR China b Department of Civil and Environmental Engineering, National University of Singapore, Blk E1A, #07–03, 1 Engineering Drive 2, Singapore 117576, Singapore c Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong a r t i c l e i n f o Article history: Received 12 April 2013 Received in revised form 24 June 2013 Accepted 25 June 2013 Keywords: Joint probability distribution Correlation coefficient Copulas Parallel system System reliability Reliability 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. 1. Introduction In reliability analyses, quantities such as loads, material properties and structural dimensions are typically treated as random variables or random fields (e.g., [13]). Furthermore, these quantities are usu- ally correlated with each other. For example, flood peak discharge and volume are interrelated in a flood frequency analysis [4]; peak and permanent displacements of a system subjected to earthquake loading [5], curve-fitting parameters underlying a soil–water char- acteristic curve [6], and curve-fitting parameters underlying load– displacement curves of piles [7] are correlated with each other. It is well known that the joint cumulative distribution function (CDF) or probability density function (PDF) of these parameters should be available to evaluate the reliability accurately. In engineering prac- tice, unfortunately, the available data are only sufficient for determin- ing appropriate marginal distributions as well as covariances, which poses a problem of incomplete probability information [811]. Under this condition, the modeling and simulation of correlated non-normal variables are challenging problems [12,13], and a rigorous evaluation of 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). 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 0167-4730/$ - see front matter c 2013 Elsevier Ltd. All rights reserved. http://dx.doi.org/10.1016/j.strusafe.2013.06.004

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  • Structural Safety 44 (2013) 80–90

    Contents lists available at SciVerse ScienceDirect

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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

  • 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.

  • 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)

  • 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

  • 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

  • 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.

  • 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.

  • 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

  • 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.

  • 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 ).

  • 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