Constitutive model-constrained physics-informed neural networks framework for nonlinear structural seismic response prediction

IF 6.9 1区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
Yongxin Wu , Zhanpeng Yin , Yufeng Gao , Shangchuan Yang , Yue Hou
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引用次数: 0

Abstract

Seismic response prediction presents a significant challenge in earthquake engineering, particularly in balancing computational efficiency with physical accuracy. Traditional numerical methods are computationally expensive for performing large-scale nonlinear analyses, while data-driven machine learning approaches, though computational efficiency, often lack physical constraints and sufficient training data. Physics-Informed Neural Networks (PINNs), an emerging approach that integrates physical laws with deep learning techniques to solve complex scientific and engineering problems, show great potential. However, incorporating nonlinear constitutive models to accurately describe the structural behavior under seismic loading remains a challenge. In this study, a new framework, constitutive model-constrained physics-informed neural networks (CM-PINNs), is proposed to address this issue. This framework enhances prediction accuracy and physical interpretability by incorporating nonlinear constitutive constraints into the loss function. It also uses a fully connected skip LSTM architecture and implements an adaptive loss weight initialization strategy. Numerical validation demonstrates the superior performance of the CM-PINNs framework in simulating single-degree-of-freedom nonlinear seismic responses. Under limited training data conditions, CM-PINNs demonstrates notably superior performance compared to existing methods such as physics-informed multi-LSTM networks (PhyLSTM). Additionally, the scalability of CM-PINNs is verified through its application to multi-layer shear building structures. The results demonstrate that CM-PINNs provide a computationally efficient and reliable approach for seismic response prediction.
非线性结构地震反应预测的本构模型约束物理信息神经网络框架
地震反应预测是地震工程中的一个重大挑战,特别是如何平衡计算效率和物理精度。传统的数值方法在执行大规模非线性分析时计算成本很高,而数据驱动的机器学习方法虽然计算效率高,但往往缺乏物理约束和足够的训练数据。物理信息神经网络(pinn)是一种将物理定律与深度学习技术结合起来解决复杂科学和工程问题的新兴方法,显示出巨大的潜力。然而,结合非线性本构模型来准确描述地震荷载作用下的结构性能仍然是一个挑战。在这项研究中,提出了一个新的框架,本构模型约束物理信息神经网络(cm - pinn)来解决这个问题。该框架通过将非线性本构约束纳入损失函数,提高了预测精度和物理可解释性。它还使用了一个完全连接的跳过LSTM架构,并实现了一个自适应的损失权初始化策略。数值验证表明CM-PINNs框架在模拟单自由度非线性地震反应方面具有优越的性能。在有限的训练数据条件下,cm - pinn与现有的方法(如物理信息多lstm网络(PhyLSTM))相比,表现出明显优越的性能。此外,通过对多层剪力建筑结构的应用,验证了CM-PINNs的可扩展性。结果表明,CM-PINNs为地震反应预测提供了一种计算高效、可靠的方法。
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来源期刊
CiteScore
12.70
自引率
15.30%
发文量
719
审稿时长
44 days
期刊介绍: Computer Methods in Applied Mechanics and Engineering stands as a cornerstone in the realm of computational science and engineering. With a history spanning over five decades, the journal has been a key platform for disseminating papers on advanced mathematical modeling and numerical solutions. Interdisciplinary in nature, these contributions encompass mechanics, mathematics, computer science, and various scientific disciplines. The journal welcomes a broad range of computational methods addressing the simulation, analysis, and design of complex physical problems, making it a vital resource for researchers in the field.
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