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Uncertainty analysis of liquefaction‑induced lateral spreading using fuzzy variables and genetic algorithm

机译:采用模糊变量和遗传算法的液化引起的液化横向扩展的不确定性分析

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摘要

One of the most destructive phenomena occurring during earthquakes is liquefaction-induced lateral spreading. So far, various prediction models have been proposed focusing only on the accuracy of the lateral spreading estimations. However, the reliability of predictive models is also essential since the uncertainties of input parameters result in uncertain estimates. To assess the performance of such models under uncertainty, the values of governing parameters from a well-known database are first fuzzified. Then, the extreme amounts of the liquified soil displacement are computed via coupling the genetic algorithm with the prediction models. This is accomplished through solving optimization problems of many objectives for analysis of the uncertainty effects by the fuzzy sets theory. Considering the fuzzy statistical indices, it is found that the slightly uncertain inputs can drastically influence the responses. Moreover, since the recent model tree (MT)-based predictive model is revealed to be vulnerable against uncertainty, a novel model named MT (New model) was developed. It is concluded that both the accuracy and reliability of the proposed relationships compare favorably with other available models.
机译:地震期间发生的最具破坏性现象之一是液化引起的横向扩散。到目前为止,已经提出了各种预测模型仅关注横向扩展估计的准确性。然而,预测模型的可靠性也是必不可少的,因为输入参数的不确定性导致不确定的估计。为了在不确定性下评估这种模型的性能,首先是一种从已知数据库中管理参数的值。然后,通过将遗传算法与预测模型耦合来计算液化土位移的极量。这是通过解决许多目标的优化问题来实现,以分析模糊集理论的不确定性效应。考虑到模糊的统计指标,发现略微不确定的输入可能会大大影响响应。此外,由于最近的模型树(MT)被基于基于模型的预测模型,因此开发了一个名为MT(新模型)的新型模型。结论是,拟议关系的准确性和可靠性都与其他可用模型相比,相比之下。

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