The effect of copulas on time-variant reliability involving time-continuous stochastic processes

被引:21
作者
Rozsas, Arpad [1 ]
Mogyorosi, Zsuzsa [2 ]
机构
[1] TNO Bldg & Construct Res, POB 49, NL-2600 AA Delft, Netherlands
[2] 61 Hopkins Ave, Keilor, Vic 3036, Australia
关键词
Time-variant; Copula; Dependence; PHI2; method; Reliability analysis; Stochastic process; IMPACT; DISTRIBUTIONS;
D O I
10.1016/j.strusafe.2017.02.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In structural reliability the dependence structure between random variables is almost exclusively modeled by Gauss (normal or Gaussian) copula; however, this implicit assumption is typically not corroborated. This paper is focusing on time-variant reliability problems with continuous stochastic processes, which are collection of dependent random variables and to our knowledge are not modeled by other than Gauss copula in structural reliability. Therefore, the aim of this contribution is to qualitatively and quantitatively analyze the impact of this copula assumption on failure probability. Three illustrative examples are studied considering bivariate Gauss, t, rotated Clayton, Gumbel, and rotated Gumbel copulas. Time variant actions are modeled as stationary, ergodic, continuous stochastic processes, and the PHI2 method is adopted for the analyses. The calculations show that the copula function has significant effect on failure probability. In the studied examples, application of Gauss copula can four times underestimate or even 10 times overestimate failure probabilities obtained by other copulas. For normal structures agreement on copula type is recommended, while for safety critical ones inference of copula type from observations is advocated. If data are scare, multiple copula functions and model averaging could be used to explore this uncertainty. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:94 / 105
页数:12
相关论文
共 53 条
[1]   Soil stochastic parameter correlation impact in the piping erosion failure estimation of riverine flood defences [J].
Aguilar-Lopez, J. P. ;
Warmink, J. J. ;
Schielen, R. M. J. ;
Hulscher, S. J. M. H. .
STRUCTURAL SAFETY, 2016, 60 :117-129
[2]   The PHI2 method: a way to compute time-variant reliability [J].
Andrieu-Renaud, C ;
Sudret, B ;
Lemaire, M .
RELIABILITY ENGINEERING & SYSTEM SAFETY, 2004, 84 (01) :75-86
[3]  
Andrieu-Renaud C, 2002, P EUR SAF REL C ESRE, P472
[4]  
[Anonymous], 1986, Probabilistic Engineering Mechanics, DOI DOI 10.1016/0266-8920(86)90033-0
[5]  
[Anonymous], 1996, Distributions with Fixed Marginals and Related Topics, DOI DOI 10.1214/LNMS/1215452620
[6]  
[Anonymous], APPL COPULA FUNCTION
[7]  
[Anonymous], 2015, MATLAB VERS 7 10 0 R
[8]  
[Anonymous], MULT COMP TOOLB MATL
[9]  
Baroth J, 2011, VARIABILITY SUSTAINA, DOI [10.1002/9781118601099., DOI 10.1002/9781118601099]
[10]  
Cramer H., 1967, Stationary and Related Stochastic Processes: Sample Function Properties and Their Applications