Rapid postearthquake modelling method for deformation monitoring models of high arch dams based on metalearning and graph attention

IF 8 1区 工程技术 Q1 COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE
Jichen Tian , Yonghua Luo , Huibao Huang , Jiankang Chen , Yanling Li
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引用次数: 0

Abstract

Southwest China is the world’s most densely populated area for high dams over 200 m and is also a region with high seismic activity. Earthquakes can significantly alter dam structures, resulting in substantial discrepancies between preearthquake and postearthquake deformation monitoring data. Deformation is a critical indicator of the structural response of dams to internal and external environmental factors. Establishing a dam deformation structural health monitoring (SHM) model promptly after an earthquake is crucial for postearthquake structural health analysis and preventing major accidents. In this paper, we propose a rapid modelling method for postearthquake deformation SHM of high arch dams that uses metalearning and graph attention techniques. First, we develop an SHM model tailored for postseismic small-sample data modelling, integrating a multihead attention mechanism with hydraulic-temporal graph feature fusion. On this basis, we introduce a metalearning framework to derive the initial model parameters from preearthquake data. The proposed model is applied to vertical radial deformation monitoring of the world’s only 200-metre-high arch dam subjected to strong near-field earthquakes. The effectiveness of our metalearning framework for postearthquake data is validated by comparing it with the transfer learning framework. Through a comparison with nine baseline models across six postearthquake modelling scenarios, we demonstrate that the proposed model achieves the highest accuracy and exhibits unique engineering applicability for rapid postearthquake modelling tasks. Ablation experiments further confirm the effectiveness of the proposed modules.
基于金属学习和图形关注的高拱坝变形监测模型震后快速建模方法
中国西南地区是世界上 200 米以上高坝最密集的地区,也是地震活动频繁的地区。地震会极大地改变大坝结构,导致震前和震后的变形监测数据存在巨大差异。变形是大坝结构对内部和外部环境因素反应的重要指标。震后及时建立大坝变形结构健康监测(SHM)模型对于震后结构健康分析和预防重大事故至关重要。在本文中,我们提出了一种利用金属学习和图注意技术进行高拱坝震后变形健康监测的快速建模方法。首先,我们开发了一种专为震后小样本数据建模而定制的 SHM 模型,将多头关注机制与水力-时间图特征融合在一起。在此基础上,我们引入了金属学习框架,从震前数据中推导出初始模型参数。我们将所提出的模型应用于世界上唯一一座 200 米高拱坝的垂直径向变形监测,该拱坝受到了近场强震的影响。通过与迁移学习框架的比较,验证了我们的金属学习框架对震后数据的有效性。通过在六种震后建模场景中与九种基准模型的比较,我们证明了所提出的模型达到了最高精度,并在震后快速建模任务中表现出了独特的工程适用性。消融实验进一步证实了所提模块的有效性。
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来源期刊
Advanced Engineering Informatics
Advanced Engineering Informatics 工程技术-工程:综合
CiteScore
12.40
自引率
18.20%
发文量
292
审稿时长
45 days
期刊介绍: Advanced Engineering Informatics is an international Journal that solicits research papers with an emphasis on 'knowledge' and 'engineering applications'. The Journal seeks original papers that report progress in applying methods of engineering informatics. These papers should have engineering relevance and help provide a scientific base for more reliable, spontaneous, and creative engineering decision-making. Additionally, papers should demonstrate the science of supporting knowledge-intensive engineering tasks and validate the generality, power, and scalability of new methods through rigorous evaluation, preferably both qualitatively and quantitatively. Abstracting and indexing for Advanced Engineering Informatics include Science Citation Index Expanded, Scopus and INSPEC.
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