Deep transfer learning-based time-varying model for deformation monitoring of high earth-rock dams

IF 7.5 2区 计算机科学 Q1 AUTOMATION & CONTROL SYSTEMS Engineering Applications of Artificial Intelligence Pub Date : 2024-09-17 DOI:10.1016/j.engappai.2024.109310
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Abstract

The analysis of deformation, a critical aspect of high earth-rock dams, holds immense importance for ensuring the safety and stability of dam operations. The structural behavior of high earth-rock dams exhibits time-varying nonlinear characteristics influenced by materials and loads. Over time, the fitting and prediction abilities of static dam Structural Health Monitoring (SHM) models tend to diminish. To address this, a novel SHM model is proposed in this study. It leverages deep transfer learning to enhance prediction accuracy and generalization by incorporating a starting point timestamp and employing a transfer learning approach. The methodology begins with the construction of an encoder structure based on the graph convolutional network and long and short-term memory model. Additionally, the attention mechanism-based encoder structure is designed to include starting point time markers. Knowledge migration is then executed through transfer learning, thereby improving the model's generalization to the time-varying deformation challenge. The proposed model is applied to a horizontal displacement monitoring project for a 185.5 m-high panel rockfill dam. Ablation experiments demonstrate that the transfer learning method effectively enhances the model's handling of time-varying deformation by improving prediction accuracy, with a more pronounced effect observed for measurement points close to the top of the dam and the upstream dam face. Comparison with eight baseline models validates that the proposed model achieves optimal prediction, fitting performance, and generalization. Consequently, the model emerges as a more suitable choice for the deformation health monitoring of high earth-rock dam projects.

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基于深度迁移学习的高土岩大坝变形监测时变模型
变形分析是高土岩大坝的一个重要方面,对于确保大坝运行的安全性和稳定性具有极其重要的意义。高土石坝的结构行为受材料和荷载的影响,表现出时变的非线性特征。随着时间的推移,静态大坝结构健康监测(SHM)模型的拟合和预测能力逐渐减弱。为此,本研究提出了一种新型 SHM 模型。它利用深度迁移学习,通过纳入起点时间戳和采用迁移学习方法来提高预测精度和泛化能力。该方法首先基于图卷积网络和长短期记忆模型构建编码器结构。此外,基于注意力机制的编码器结构设计还包括起点时间标记。然后通过迁移学习进行知识迁移,从而提高模型对时变变形挑战的泛化能力。所提出的模型被应用于一个 185.5 米高的面板堆石坝的水平位移监测项目。消融实验表明,迁移学习方法通过提高预测精度,有效地增强了模型对时变变形的处理能力,在靠近坝顶和上游坝面的测量点效果更为明显。通过与八个基准模型的比较,验证了所提出的模型在预测、拟合性能和泛化方面都达到了最优。因此,该模型更适合用于高土石坝工程的变形健康监测。
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来源期刊
Engineering Applications of Artificial Intelligence
Engineering Applications of Artificial Intelligence 工程技术-工程:电子与电气
CiteScore
9.60
自引率
10.00%
发文量
505
审稿时长
68 days
期刊介绍: Artificial Intelligence (AI) is pivotal in driving the fourth industrial revolution, witnessing remarkable advancements across various machine learning methodologies. AI techniques have become indispensable tools for practicing engineers, enabling them to tackle previously insurmountable challenges. Engineering Applications of Artificial Intelligence serves as a global platform for the swift dissemination of research elucidating the practical application of AI methods across all engineering disciplines. Submitted papers are expected to present novel aspects of AI utilized in real-world engineering applications, validated using publicly available datasets to ensure the replicability of research outcomes. Join us in exploring the transformative potential of AI in engineering.
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