Physics-informed neural network modeling of one-dimensional wave propagation under broadband and long-duration incident waves

IF 6.2 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Hamid Taghavi Ganji, Elnaz Seylabi
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引用次数: 0

Abstract

This paper presents a physics-informed neural network (PINN) to model one-dimensional wave propagation in visco-elastic media for seismic site response analysis. Dimensionless relations are introduced to effectively scale the loss terms associated with the wave equation, as well as initial and boundary conditions, during PINN training. Several problem settings with varying complexities demonstrate the effectiveness of the proposed approach compared to the standard (vanilla) PINN and those enhanced with self-adaptive weighting and Fourier feature strategies for handling broadband frequency wave propagation problems with real-world mechanical properties. The results show the dimensionless PINN has less than 9% normalized error in all cases, while the other variants had at least 40% error. Additionally, we present how sequential transfer learning over short intervals can be used to reduce the number of iterations required for the same problem by half, where new boundary conditions are applied to the system. This approach, combined with spatial domain decomposition, can enhance the prediction accuracy of wave responses in layered media subjected to long-duration incident waves, such as earthquake ground motions.
宽频长时长的入射波下一维波传播的物理信息神经网络建模
本文提出了一种物理信息神经网络(PINN)来模拟粘弹性介质中的一维波传播,用于地震现场反应分析。在PINN训练过程中,引入无因次关系来有效地缩放与波动方程相关的损失项,以及初始和边界条件。与标准(香草)PINN和那些增强自适应加权和傅立叶特征策略来处理具有现实力学特性的宽带频率波传播问题相比,具有不同复杂性的几个问题设置证明了所提出方法的有效性。结果表明,在所有情况下,无量纲PINN的归一化误差小于9%,而其他变体的归一化误差至少为40%。此外,我们介绍了如何使用短间隔的顺序迁移学习将相同问题所需的迭代次数减少一半,其中新的边界条件应用于系统。该方法与空间域分解相结合,可以提高地震地震动等长时程入射波作用下层状介质中波动响应的预测精度。
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
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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