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• W2362316530 abstract "Based on reliability sensitivity analysis method of single failure mode, the sensitivity method of system failure probability with respect to distribution parameters of basic variables is constructed for the structural system with multiple failure modes in series or in parallel. The reliability sensitivity method is first presented for the structural system with multiple failure modes in parallel, which is founded on the numerical simulation algorithm. By taking the contribution of the samplings to the system failure probability into consideration, the appropriate samplings are selected to fit the failure region of the structural system with multiple modes in parallel by regression. After the equivalent failure region described by single limit state equation is obtained to represent the failure region of the structural system described by multiple limit state equations, the reliability sensitivity analysis of the structural system in parallel is equivalently transformed to that of the single failure mode. For the structural system with multiple failure modes in series, since the system failure probability can be expressed by the algebra sum of the failure probabilities of each failure mode and those of multiple failure modes in parallel precisely, the reliability sensitivity analysis of the system in series might be completed by use of the reliability sensitivity methods for the single failure mode and for the system in parallel. When the complex random variable, the function of the basic random variable, is included in the structural system, a quadratic polynomial is proposed to fit the relationship of the complex random variable and the basic random variable. Combining the derived gradient function of the distribution parameters of the complex variables to those of the basic variables, the chain derivative law is proposed to get the reliability sensitivity for the structural system with complex variables. After the precision and the feasibility of the presented method are illustrated by the numerical examples, it is applied to the engineering example." @default.
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• W2362316530 date "2007-01-01" @default.
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• W2362316530 title "RELIABILITY SENSITIVITY ANALYSIS METHOD FOR STRUCTURAL SYSTEM AND ITS APPLICATION" @default.
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