考虑热效应的spca统计模型与深度残差网络耦合在高坝变形预报中的应用

IF 5.1 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Bo Liu, Fangfang Liu, Fei Song
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引用次数: 0

摘要

热影响下变形的准确预测对高坝的安全评价和长期运行至关重要。为了提高大坝变形预测的可解释性和准确性,本研究提出了一种将统计建模与深度学习相结合的两阶段预测框架。第一阶段,利用稀疏主成分分析(sPCA)从高维温度数据中提取优势特征;然后利用这些特征构建一个可解释的大坝变形监测模型,使用多元线性回归(MLR),称为HTsPCAT-MLR模型。在第二阶段,开发多层双向门控循环单元(multi-Bi-GRU)网络来模拟HTsPCAT-MLR框架的残差,利用先进的门控机制和双向时间学习来提高长期预测精度。利用自适应遗传算法(AGA)对多bi - gru模型的超参数进行优化,增强了残差校正模块的鲁棒性和泛化性。采用超高拱坝的实际监测数据对所提出的方法进行了验证。在四个具有代表性的测量点上的定量评估表明,所建议的模型在所有关键度量上始终优于基线方法。具体来说,它的R2值高于0.99,与传统模型相比,平均绝对误差降低了80%以上,并且在所有情况下的sMAPE最低。实验结果表明,该模型具有较好的预测精度、鲁棒性和实际应用价值。该综合框架为高坝结构热变形预报提供了可靠、可解释的解决方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Coupling sPCA-Based Statistical Modeling With Deep Residual Networks Considering Thermal Effect for Deformation Forecasting in High Dams

Coupling sPCA-Based Statistical Modeling With Deep Residual Networks Considering Thermal Effect for Deformation Forecasting in High Dams

Accurate prediction of deformation under thermal influences is critical for the safety assessment and long-term performance of high dams. This study proposes a novel two-stage prediction framework that integrates statistical modeling with deep learning to enhance the interpretability and accuracy of dam deformation forecasting. In the first stage, sparse principal component analysis (sPCA) is employed to extract dominant features from high-dimensional thermometer data. These features are then used to construct an interpretable dam deformation monitoring model using multiple linear regression (MLR), referred to as the HTsPCAT-MLR model. In the second stage, the multilayer bidirectional gated recurrent unit (multi-Bi-GRU) network is developed to model the residuals of the HTsPCAT-MLR framework, leveraging advanced gating mechanisms and bidirectional temporal learning to improve long-term prediction accuracy. Furthermore, the adaptive genetic algorithm (AGA) is utilized to optimize the hyperparameters of the multi-Bi-GRU model, enhancing the robustness and generalization of the residual correction module. The proposed methodology is validated using real-world monitoring data from an ultra-high arch dam. Quantitative evaluation at four representative measurement points shows that the proposed model consistently outperforms baseline methods across all key metrics. Specifically, it achieves R2 values above 0.99, mean absolute error reductions of over 80% compared to traditional models, and the lowest sMAPE across all cases. The experimental results demonstrate model’s superior prediction accuracy, robustness, and practical applicability for dam deformation. The integrated framework offers a reliable and interpretable solution for thermal deformation forecasting in high dam structures.

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来源期刊
Structural Control & Health Monitoring
Structural Control & Health Monitoring 工程技术-工程:土木
CiteScore
9.50
自引率
13.00%
发文量
234
审稿时长
8 months
期刊介绍: The Journal Structural Control and Health Monitoring encompasses all theoretical and technological aspects of structural control, structural health monitoring theory and smart materials and structures. The journal focuses on aerospace, civil, infrastructure and mechanical engineering applications. Original contributions based on analytical, computational and experimental methods are solicited in three main areas: monitoring, control, and smart materials and structures, covering subjects such as system identification, health monitoring, health diagnostics, multi-functional materials, signal processing, sensor technology, passive, active and semi active control schemes and implementations, shape memory alloys, piezoelectrics and mechatronics. Also of interest are actuator design, dynamic systems, dynamic stability, artificial intelligence tools, data acquisition, wireless communications, measurements, MEMS/NEMS sensors for local damage detection, optical fibre sensors for health monitoring, remote control of monitoring systems, sensor-logger combinations for mobile applications, corrosion sensors, scour indicators and experimental techniques.
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