基于lstm的混凝土坝变形异常检测模型

IF 5.7 2区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
Changwei Liu, Jianwen Pan, Jinting Wang
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引用次数: 0

摘要

变形异常检测对大坝结构健康监测和安全评价具有重要意义。本文提出了一种拱坝变形异常检测模型。将基于长短期记忆网络(LSTM)的大坝变形预测行为模型与确定控制限的小概率方法相结合,称为基于长短期记忆网络的异常检测模型。为了证明基于lstm的异常检测模型的优势,将传统的静水季节-时间行为模型与置信区间方法进行比较。以178米高的龙阳峡拱坝为例。结果表明,基于lstm的模型对大坝变形预测具有足够高的精度,特别是能较准确地预测位移峰谷。基于lstm的异常检测模型可以显著避免误报和漏报,在不利条件发生导致大坝异常变形时能够及时发出报警。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An LSTM-based anomaly detection model for the deformation of concrete dams
Anomaly detection in deformation is important for structural health monitoring and safety evaluation of dams. In this paper, an anomaly detection model for the deformation of arch dams is presented. It combines the long short-term memory network (LSTM)-based behavior model for dam deformation prediction and the small probability method for control limits determination, and thus is called an LSTM-based anomaly detection model. To demonstrate the advantages of the LSTM-based anomaly detection model, the traditional hydrostatic-seasonal-time behavior model and the confidence interval method are considered for comparison. The 178 m-high Longyangxia Arch Dam is taken as a case study. The results show that the LSTM-based model has sufficiently high accuracy for dam deformation prediction, especially can accurately predict displacement peaks and troughs. The LSTM-based anomaly detection model can significantly avoid false warnings and missing alarms and is able to send alarms in time when the occurrence of adverse conditions causes abnormal deformation of the dam.
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来源期刊
CiteScore
12.80
自引率
12.10%
发文量
181
审稿时长
4.8 months
期刊介绍: Structural Health Monitoring is an international peer reviewed journal that publishes the highest quality original research that contain theoretical, analytical, and experimental investigations that advance the body of knowledge and its application in the discipline of structural health monitoring.
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