Global sensitivity evolution equation of the Fréchet-derivative-based global sensitivity analysis

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Zhiqiang Wan
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引用次数: 0

Abstract

For stochastic dynamical systems with multiple uncertain parameters, it is often of interest to detect which parameters are dominant, in which the global sensitivity analysis may be one of the common means. To measure the global sensitivity in both qualitative and quantitative terms, it is of significant importance to adopt a global sensitivity index with sufficient quantification information. The Fréchet-derivative-based global sensitivity index (Fre-GSI) proposed by Chen et al. (2020) is appropriate to this goal. The present paper aims to provide new aspects of the Fre-GSI, including: (1) The numerical solution of the Fre-GSI given by Chen et al. (2020) is investigated in both analytical and numerical aspects; (2) A novel global sensitivity evolution equation is derived from the generalized density evolution equation, thus the Fre-GSI can be estimated by directly solving the global sensitivity evolution equation, rather than repeatedly solving the generalized density evolution equation as suggested in Chen et al. (2020). Numerical examples are studied to illustrate the efficiency and accuracy of the proposed approach. Some problems to be further studied are also outlined.

基于fr -导数的全局灵敏度分析的全局灵敏度演化方程
对于具有多个不确定参数的随机动力系统,检测哪些参数占主导地位往往是一个重要问题,其中全局灵敏度分析可能是常用的方法之一。为了从定性和定量两方面衡量全局灵敏度,采用具有充分量化信息的全局灵敏度指标具有重要意义。Chen等人(2020)提出的基于frsamet -derivative的global sensitivity index (freg - gsi)适合于这一目标。本文旨在提供free - gsi的新方面,包括:(1)从解析和数值两个方面研究Chen等人(2020)给出的free - gsi的数值解;(2)在广义密度演化方程的基础上推导出新的全局灵敏度演化方程,无需重复求解Chen等(2020)的广义密度演化方程,而可以直接求解全局灵敏度演化方程来估算fr - gsi。数值算例验证了该方法的有效性和准确性。并提出了有待进一步研究的问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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