结构健康监测
流离失所(心理学)
结构工程
国家(计算机科学)
岩土工程
土木工程
计算机科学
工程类
法律工程学
材料科学
算法
心理学
心理治疗师
作者
Shaowei Wang,Chongshi Gu,Yi Liu,Hao Gu,Bo Xu,Bangbin Wu
出处
期刊:Structures
[Elsevier BV]
日期:2024-08-17
卷期号:68: 107072-107072
被引量:51
标识
DOI:10.1016/j.istruc.2024.107072
摘要
Identifying and evaluating the structural state through massive monitoring data is one of the key issues in the structural health monitoring of concrete dams . Data-driven models play an important role in interpreting and predicting the deformation behaviour of concrete dams, and there are a large number of statistical models, hybrid models and machine learning models, but the used modelling factors and methods in each case are different. In contrast to existing review papers focused on dam health monitoring, this paper provides a detailed review of the research status of monitoring models only for the displacement of concrete dams, and contains three aspects: optimization of modelling factors, improvement of modelling methods, and monitoring model-based structural health diagnosis. In the first part, the paper summarizes the purpose, ideas, implementation methods and effects of adding new modelling factors and optimizing temperature deformation modelling factors. Then, some issues related to the performance of machine learning models, including parameter optimization, kernel function selection, methods to alleviate overfitting, causal interpretation ability exploring and combination modelling strategy, are discussed in detail. The measured displacement-based monitoring index and real-time risk rate of concrete dams are analyzed. Furthermore, models and methods for diagnosing the spatial deformation behaviour of super-high concrete dams are outlined. In the future, in addition to using advanced mathematical methods to establish displacement monitoring models, it is recommended to strengthen the integration of mathematical models with the deformation mechanism of concrete dams, and improve the rationality and universal applicability of the models, rather than just comparing the prediction performance on a specific case.
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