用物理约束提升地震响应预测精度与速度
A physics-informed U-Net-LSTM network for nonlinear structural response under seismic excitation
- 融合物理定律的U-Net-LSTM网络,捕捉长期输入特征
- 相比传统模型,预测更准确且计算更高效
- 适合需要高可靠性的结构抗震设计场景
精确高效的地震响应预测对韧性结构设计至关重要。尽管有限元法(FEM)仍是非线性地震分析的标准方法,但其高昂的计算成本限制了可扩展性和实时应用。近年来,深度学习(如CNN、RNN、LSTM)在降低结构非线性地震分析计算成本方面展现出潜力,但这些数据驱动模型常难以泛化并捕捉底层物理规律,导致可靠性下降。本文提出一种新型物理信息引导的U-Net-LSTM框架,将物理定律融入深度学习过程,以提升预测性能。1D U-Net用于捕捉长期输入序列的潜在特征,通过嵌入领域特定约束,显著优于传统机器学习架构。该方法弥合了纯数据驱动与物理建模之间的差距,为结构地震响应预测提供了一种鲁棒且计算高效的替代方案。
原文摘要 · Abstract (English)
Accurate and efficient seismic response prediction is essential for the design of resilient structures. While the Finite Element Method (FEM) remains the standard for nonlinear seismic analysis, its high computational demands limit its scalability and real-time applicability. Recent developments in deep learning - particularly Convolutional Neural Networks (CNNs), Recurrent Neural Networks (RNNs), and Long Short-Term Memory (LSTM) models - have shown promise in reducing the computational cost of the nonlinear seismic analysis of structures. However, these data-driven models often struggle to generalize and capture the underlying physics, leading to reduced reliability. We propose a novel Physics-Informed U-Net-LSTM framework that integrates physical laws with deep learning to enhance both accuracy and efficiency. The proposed 1D U-Net captures the underlying latent features of the long-term input sequences. By embedding domain-specific constraints into the learning process, the proposed model achieves improved predictive performance over conventional Machine Learning (ML) architectures. This approach bridges the gap between purely data-driven methods and physics-based modeling, offering a robust and computationally efficient alternative for predicting the seismic response of structures.
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