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Adaptive sub-interval perturbation-based computational strategy for epistemic uncertainty in structural dynamics with evidence theory

机译:基于自适应子区间摄动的结构动力学认知不确定性计算策略

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摘要

Evidence theory, with its powerful features for uncertainty analysis, provides an alternative to probability theory for representing epistemic uncertainty, which is an uncertainty in a system caused by the impreciseness of data or knowledge that can be conveniently addressed. However, this theory is time-consuming for most applications because of its discrete property. This article describes an adaptive sub-interval perturbation-based computational strategy for representing epistemic uncertainty in structural dynamic analysis with evidence theory. The possibility of adopting evidence theory as a general tool for uncertainty quantification in structural transient response under stochastic excitation is investigated using an algorithm that can alleviate computational difficulties. Simulation results indicate that the effectiveness of the presented strategy can be used to propagate uncertainty representations based on evidence theory in structural dynamics.
机译:证据理论具有用于不确定性分析的强大功能,它提供了表示理论不确定性的概率理论的替代方法,后者是系统中的不确定性,它是由可以方便解决的数据或知识的不精确性引起的。但是,由于其离散性,该理论在大多数应用中都很耗时。本文介绍了一种基于子区间扰动的自适应计算策略,用于利用证据理论表示结构动力分析中的认知不确定性。研究了采用证据理论作为随机激励下结构瞬态响应不确定性量化通用工具的可能性,该算法可减轻计算难度。仿真结果表明,所提出策略的有效性可用于在结构动力学中基于证据理论传播不确定性表示。

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