A fundamental study on introducing time-delay embedding to enhance the applicability of dynamic mode decomposition for seismic response analysis

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Akihiro Shioi , Yu Otake
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引用次数: 0

Abstract

Mechanics-based seismic response analysis methods have significantly improved structural design and risk assessment. However, these methods require detailed geotechnical investigations and have computational limitations in large-scale applications. This study aims to develop an accurate, data-driven approach for geotechnical-seismic response analysis, particularly in expansive urban areas where the demand for resilience-focused risk control is increasing. Our foundational research emphasizes a data-driven methodology that utilizes simultaneous observations from both the ground surface and engineering bedrock, paving the way for broader regional applications. Various complex data-driven models based on neural networks have been developed and proven effective. However, interpretable linear system models remain highly valuable in practical engineering applications. By leveraging dynamic mode decomposition (DMD), we explored a modeling approach that preserves the interpretability of linear models while capturing the seismic behavior complexity as effectively as possible. The primary objective of this study is to evaluate a learning model employing DMD using seismic data from a critical port facility in Japan, while identifying practical implementation challenges. Our analysis demonstrates that applying a time-delay embedding with carefully calibrated delays effectively reconstructs the dynamic characteristics of earthquake motion amplitude and soil material nonlinearity. However, we also identified a tendency of the model to produce biased predictions when exposed to unfamiliar and untrained earthquake motions. This limitation primarily stems from the challenges of accurately capturing nonlinear soil behavior. The study demonstrates both the strengths and limitations of linear machine-learning models enhanced by time-delay embedding, while suggesting possible directions for integrating nonlinear machine-learning approaches.
引入时滞嵌入增强动力模态分解在地震反应分析中的适用性的基础研究
基于力学的地震反应分析方法极大地改进了结构设计和风险评估。然而,这些方法需要详细的岩土工程调查,并且在大规模应用中存在计算限制。本研究旨在开发一种准确的、数据驱动的岩土地震反应分析方法,特别是在对以弹性为重点的风险控制需求日益增加的广阔城市地区。我们的基础研究强调数据驱动的方法,利用地面和工程基岩的同时观测,为更广泛的区域应用铺平道路。基于神经网络的各种复杂数据驱动模型已经被开发并证明是有效的。然而,可解释的线性系统模型在实际工程应用中仍然具有很高的价值。通过利用动态模式分解(DMD),我们探索了一种建模方法,该方法在尽可能有效地捕获地震行为复杂性的同时,保留了线性模型的可解释性。本研究的主要目的是利用日本一个关键港口设施的地震数据评估采用DMD的学习模型,同时确定实际实施中的挑战。我们的分析表明,使用经过仔细校准的延迟嵌入的时间延迟可以有效地重建地震运动振幅和土壤材料非线性的动力特征。然而,我们还发现,当暴露于不熟悉和未经训练的地震运动时,该模型会产生有偏差的预测。这种限制主要源于准确捕捉非线性土壤行为的挑战。该研究展示了通过时延嵌入增强的线性机器学习模型的优势和局限性,同时提出了集成非线性机器学习方法的可能方向。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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