Variance-based Sensitivity Indices for Stochastic Models with Correlated Inputs

被引:2
|
作者
Kala, Zdenek [1 ]
机构
[1] Brno Univ Technol, Fac Civil Engn, Dept Struct Mech, Brno 60200, Czech Republic
关键词
Steel; Sensitivity; Structures; Reliability; Simulation; Random; Stochastic; Correlation; SHELL FINITE-ELEMENTS; STABILITY PROBLEMS; ULTIMATE STRENGTH; STEEL STRUCTURES; CAPACITY;
D O I
10.1063/1.4913077
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
The goal of this article is the formulation of the principles of one of the possible strategies in implementing correlation between input random variables so as to be usable for algorithm development and the evaluation of Sobol's sensitivity analysis. With regard to the types of stochastic computational models, which are commonly found in structural mechanics, an algorithm was designed for effective use in conjunction with Monte Carlo methods. Sensitivity indices are evaluated for all possible permutations of the decorrelation procedures for input parameters. The evaluation of Sobol's sensitivity coefficients is illustrated on an example in which a computational model was used for the analysis of the resistance of a steel bar in tension with statistically dependent input geometric characteristics.
引用
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页数:4
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