Publication | Closed Access
A Vine-Copula-Based Reliability Analysis Method for Structures With Multidimensional Correlation
94
Citations
42
References
2015
Year
EngineeringVine Copula FunctionSystem ReliabilityStructural OptimizationStructural EngineeringReliability EngineeringStructural IntegrityUncertainty QuantificationDynamic ReliabilitySystems EngineeringMultidimensional CorrelationReliability AnalysisStatisticsReliabilityStructural Health MonitoringStructural ReliabilityFunctional Data AnalysisReliability ModellingCivil EngineeringVine Copula FunctionsStructural MechanicsConstruction EngineeringCopulas
This paper proposed a vine-copula-based structural reliability analysis method which is an effective approach for performing a reliability analysis on complex multidimensional correlation problems. A joint probability distribution function (PDF) among multidimensional random variables was established using a vine copula function, based on which a reliability analysis model was constructed. Two solution algorithms were proposed to solve this reliability analysis model: one was based on Monte Carlo simulation (MCS) and another one was based on the first-order reliability method (FORM). The former method provides a generalized computational method for a reliability analysis based on vine copula functions and can provide so-called “precise solutions”; the latter method has high computational efficiency and can be used to solve actual complex engineering problems. Finally, three numerical examples were provided to verify the effectiveness of the method.
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