Seismic reliability analysis of nonlinear structures by active learning-based adaptive sparse Bayesian regressions

IF 2.8 3区 工程技术 Q2 MECHANICS
Atin Roy , Subrata Chakraborty , Sondipon Adhikari
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引用次数: 0

Abstract

The Monte Carlo simulation (MCS) technique is quite simple in concept and the most accurate for seismic reliability analysis (SRA) of structures involving nonlinear seismic response analysis, considering the effect of the stochastic nature of earthquakes and the uncertainty of various structural parameters. However, the approach needs to execute several repetitive nonlinear dynamic analyses of structures. The metamodeling technique has emerged as a practical alternative in such a scenario. In SRA, the dual metamodeling approach is typically adopted to deal with the stochastic nature of earthquakes following a lognormal seismic response assumption. In contrast, a direct metamodeling approach of SRA can avoid such prior assumptions. Adaptive training near the limit state is important in the metamodeling-based SRA. However, its implementation is quite challenging for SRA due to the record-to-record variation of earthquakes. In this context, an adaptive sparse Bayesian regression-based direct metamodeling approach is developed for SRA, where an active learning-based algorithm is proposed for adaptive training of metamodels for approximating nonlinear seismic responses. As the sparse Bayesian regression is computationally faster than Kriging due to the sparsity involved in sparse Bayesian learning, the overall performance of the proposed approach is expected to be better than the adaptive Kriging-based SRA approach. The effectiveness of the proposed approach is illustrated by numerical examples.

通过基于主动学习的自适应稀疏贝叶斯回归分析非线性结构的抗震可靠性
蒙特卡罗模拟(MCS)技术的概念非常简单,考虑到地震的随机性和各种结构参数的不确定性,它是对涉及非线性地震反应分析的结构进行地震可靠性分析(SRA)的最准确的方法。然而,这种方法需要对结构进行多次重复非线性动态分析。在这种情况下,元建模技术成为一种实用的替代方法。在 SRA 中,通常采用双元模型方法来处理对数正态地震反应假设下的地震随机性。相比之下,SRA 的直接元建模方法可以避免这种先验假设。在基于元建模的 SRA 中,极限状态附近的自适应训练非常重要。然而,由于地震记录之间的差异,对于 SRA 而言,实施这种训练具有相当大的挑战性。在此背景下,针对 SRA 开发了一种基于稀疏贝叶斯回归的自适应直接元建模方法,其中提出了一种基于主动学习的算法,用于近似非线性地震响应的元模型自适应训练。由于稀疏贝叶斯学习中涉及的稀疏性,稀疏贝叶斯回归的计算速度比克里金法快,因此预计所提方法的总体性能将优于基于克里金法的自适应 SRA 方法。我们将通过数值示例来说明拟议方法的有效性。
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来源期刊
CiteScore
5.50
自引率
9.40%
发文量
192
审稿时长
67 days
期刊介绍: The International Journal of Non-Linear Mechanics provides a specific medium for dissemination of high-quality research results in the various areas of theoretical, applied, and experimental mechanics of solids, fluids, structures, and systems where the phenomena are inherently non-linear. The journal brings together original results in non-linear problems in elasticity, plasticity, dynamics, vibrations, wave-propagation, rheology, fluid-structure interaction systems, stability, biomechanics, micro- and nano-structures, materials, metamaterials, and in other diverse areas. Papers may be analytical, computational or experimental in nature. Treatments of non-linear differential equations wherein solutions and properties of solutions are emphasized but physical aspects are not adequately relevant, will not be considered for possible publication. Both deterministic and stochastic approaches are fostered. Contributions pertaining to both established and emerging fields are encouraged.
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