Data-Physical Fusion Deep Learning for Site Seismic Response Using KiK-Net Records

IF 5 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-12-23 DOI:10.1002/eqe.4290
Su Chen, Xiaohu Hu, Weiping Jiang, Suyang Wang, Xingye Chen, Xiaojun Li
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Abstract

In the realm of earthquake engineering, response spectra play a crucial role in characterizing the effects of site dynamic characteristics under seismic activity. Consequently, accurately predicting seismic response spectra is of paramount importance. We have developed a physics-guided bidirectional long short-term memory neural network model (Phy-BiLSTM) that is proficient in predicting site seismic response based on bedrock records. The core principle of the Phy-BiLSTM is to improve the alignment between the solution space and the ground truth by integrating physics knowledge obtained from the physical model. The model introduced in this study utilized the 5%-damped response spectra, which were derived from strong ground motion records collected at the KiK-net downhole array. The results substantiate the performance enhancement of Phy-BiLSTM in comparison to the data-driven BiLSTM model. Furthermore, we conduct a comparative analysis of the Phy-BiLSTM model against traditional methods (EQ, SBSR) as well as other neural network architectures (CNN and LSTM). The result highlights the advantages of Phy-BiLSTM in accurately predicting the site seismic response.

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基于KiK-Net记录的现场地震响应数据-物理融合深度学习
在地震工程领域,反应谱是表征地震活动下场地动力特性影响的重要手段。因此,准确预测地震反应谱是至关重要的。我们开发了一种物理导向的双向长短期记忆神经网络模型(Phy-BiLSTM),该模型能够熟练地根据基岩记录预测现场地震反应。Phy-BiLSTM的核心原理是通过整合从物理模型中获得的物理知识,提高解空间与ground truth之间的一致性。本研究中引入的模型利用了5%阻尼的响应谱,该响应谱来自KiK-net井下阵列收集的强地面运动记录。结果表明,与数据驱动的BiLSTM模型相比,Phy-BiLSTM的性能有所提高。此外,我们将Phy-BiLSTM模型与传统方法(EQ, SBSR)以及其他神经网络架构(CNN和LSTM)进行了比较分析。结果表明,Phy-BiLSTM在准确预测场地地震反应方面具有优势。
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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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