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Probabilistic analysis of tunnels: A hybrid polynomial correlated function expansion based approach

机译:隧道概率分析:基于混合多项式相关函数展开的方法

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This paper presents a novel approach for the analysis of tunnels in the presence of uncertainties. The proposed approach, referred to here as hybrid polynomial correlated function expansion (H-PCFE), performs a bi-level approximation: first on global scale via polynomial correlated function expansion (PCFE) and second on local scale via Kriging. While PCFE approximates the overall trend of the output response by using extended bases, Kriging utilizes covariance function to track the local variations. Additionally, a novel homotopy algorithm is utilized for estimating the unknown coefficients associated with the bases. The proposed approach has been utilized for analysis of two benchmark tunnel problems. In order to demonstrate the superior performance of the proposed approach, results obtained have been compared with those obtained using radial basis function (RBF) and Kriging. For both the problems, the proposed H-PCFE based approach yields highly accurate results outperforming both RBF and Kriging. Additionally, the proposed approach is computationally efficient as indicated by the convergence plots that illustrate the rapid decrease in prediction error with the increase in number of training points.
机译:本文提出了一种存在不确定性的隧道分析新方法。所提出的方法在这里称为混合多项式相关函数展开(H-PCFE),它执行两级近似:首先通过多项式相关函数展开(PCFE)在全局范围内,然后通过Kriging在局部范围内。虽然PCFE通过使用扩展基数来近似输出响应的总体趋势,但Kriging利用协方差函数来跟踪局部变化。另外,利用新颖的同伦算法来估计与碱基相关的未知系数。所提出的方法已用于分析两个基准隧道问题。为了证明所提出方法的优越性能,已将获得的结果与使用径向基函数(RBF)和Kriging获得的结果进行了比较。对于这两个问题,所提出的基于H-PCFE的方法产生的结果都非常精确,胜过RBF和Kriging。另外,所提出的方法在计算效率方面如收敛图所示,收敛图说明了随着训练点数量的增加,预测误差迅速减小。

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