Learning Rocking Dynamics From Sparse Shake-Table Data With Interpretable Physics-Informed Neural Networks

IF 4.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Earthquake Engineering & Structural Dynamics Pub Date : 2026-09-08 Epub Date: 2026-07-10 DOI:10.1002/eqe.70239
Shirley Shen, Christian Málaga-Chuquitaype
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引用次数: 0

Abstract

We present a hybrid interpretable Physics-Informed Neural Network Long-Short Term Memory (Hybrid PINN LSTM) framework for predicting the seismic response of rocking blocks. Existing analytical models rely on uncertain idealizations, while purely data-driven and machine-learning approaches lack physical consistency and interpretability. Our framework addresses these limitations by integrating the governing physics of rocking motion with a limited number of shake-table data. Taking the ground acceleration series as input, our model predicts the rotational response of rocking blocks and its associated peak quantities with lower error and higher accuracy than classical rocking theories, while predictions of angular velocity and angular acceleration remain more challenging. Physical consistency is enforced through mechanics-based loss terms, while data-driven losses are calibrated using a small set of laboratory measurements obtained with “off-the-shelf” experimental equipment. Besides, to enhance engineering insight, explainable AI tools at both the surrogate and sequence levels are used to interpret the learned relationships and identify the structural and ground-motion parameters, and excitation time windows governing the rocking response. Our explainability analysis shows that for high-intensity earthquakes, velocity-based measures and related displacement measures dominate overturning behavior, whereas for moderate intensities, the response becomes more interactive, with temporal characteristics, such as duration, playing a comparable role. For non-overturning cases, large safe rocking amplitudes are governed jointly by velocity, displacement, dominant period, and duration of the ground motion. Overall, this work pioneers an accurate, physically consistent and interpretable tool for seismic rocking response prediction. It could be used for assessing the seismic performance of critical equipment on the basis of limited experimental data without relying on current idealistic assumptions on key parameters like the coefficient of restitution.

用可解释的物理信息神经网络从稀疏振动表数据中学习摇摆动力学
我们提出了一个混合可解释的物理信息神经网络长短期记忆(hybrid PINN LSTM)框架,用于预测岩体的地震反应。现有的分析模型依赖于不确定的理想化,而纯粹的数据驱动和机器学习方法缺乏物理一致性和可解释性。我们的框架通过将摇摆运动的控制物理与有限数量的振动台数据相结合来解决这些限制。该模型以地面加速度序列为输入,与经典的摇摆理论相比,预测摇摆块体的旋转响应及其相关峰值量具有更低的误差和更高的精度,而角速度和角加速度的预测仍然更具挑战性。物理一致性是通过基于力学的损耗项来实现的,而数据驱动的损耗是通过使用“现成的”实验设备获得的一小组实验室测量来校准的。此外,为了提高工程洞察力,在代理和序列水平上使用可解释的AI工具来解释学习的关系,并识别结构和地面运动参数,以及控制摇摆响应的激励时间窗。我们的可解释性分析表明,对于高烈度地震,基于速度的测量和相关位移测量主导了倾覆行为,而对于中等烈度地震,响应变得更具交互性,与时间特征(如持续时间)起着相当的作用。对于非倾覆情况,大的安全摇幅是由速度、位移、主导周期和地面运动持续时间共同决定的。总的来说,这项工作开创了一种准确的、物理上一致的、可解释的地震摇摆反应预测工具。它可以在有限的实验数据基础上评估关键设备的抗震性能,而不依赖于当前对恢复系数等关键参数的理想假设。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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