利用现场应变和深度学习监测重力坝位移

IF 8.5 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Xin Wu, Dongjian Zheng, Xingqiao Chen, Yongtao Liu, Jianchun Qiu, Haifeng Jiang
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引用次数: 0

摘要

近期对大坝位移监测的研究主要集中在单一响应监测或利用先进技术更新模型。很少有研究利用其监测特性对位移与其他同步响应进行组合分析。现场应变数据为大坝位移监测提供了强度-安全视角。问题在于,直接利用有限的离散应变数据估算位移可能会产生误导。本文从重力坝荷载效应差异的角度分析了位移与全局应变和多点局部应变之间的关系,并指出引入适当的状态因子可改善估算结果。利用堆叠卷积神经网络开发了一个由应变数据和状态因子驱动的位移估算模型,并通过累积的局部效应解释了模型内的变量关系。结合特定的强度标准,提出了一种基于坝踵抗拉安全性的新型位移监测指标。通过对重力坝的案例研究,展示了所提方法与单纯基于应变的模型和传统的基于流体静力学-季节-时间因素的模型相比的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Gravity dam displacement monitoring using in situ strain and deep learning

Gravity dam displacement monitoring using in situ strain and deep learning

Recent studies in dam displacement monitoring primarily focus on single-response monitoring or model updating using advanced techniques. Few studies involve the combination analysis of displacement with other synchronized responses utilizing their monitoring characteristics. In situ strain data provide a strength-safety perspective for dam displacement monitoring. The challenge lies in that estimating displacement directly using limited discrete strain data may be misleading. This paper analyzes the relationship between displacement and global, and multipoint local strains from the perspective of the differences in load effects of gravity dams, and indicates that introducing appropriate state factors improves the estimation. A displacement estimation model driven by strain data and state factors is developed using stacked convolutional neural network, and the variable relationships within the model are interpretated via accumulated local effects. Incorporating specific strength criteria, a novel displacement monitoring indicator based on the tensile safety of the dam heel is proposed. A case study of a gravity dam showcases the effectiveness of the proposed approach in comparison with the solely strain-based model and the traditional hydrostatic-seasonal-time factors-based model.

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来源期刊
CiteScore
17.60
自引率
19.80%
发文量
146
审稿时长
1 months
期刊介绍: Computer-Aided Civil and Infrastructure Engineering stands as a scholarly, peer-reviewed archival journal, serving as a vital link between advancements in computer technology and civil and infrastructure engineering. The journal serves as a distinctive platform for the publication of original articles, spotlighting novel computational techniques and inventive applications of computers. Specifically, it concentrates on recent progress in computer and information technologies, fostering the development and application of emerging computing paradigms. Encompassing a broad scope, the journal addresses bridge, construction, environmental, highway, geotechnical, structural, transportation, and water resources engineering. It extends its reach to the management of infrastructure systems, covering domains such as highways, bridges, pavements, airports, and utilities. The journal delves into areas like artificial intelligence, cognitive modeling, concurrent engineering, database management, distributed computing, evolutionary computing, fuzzy logic, genetic algorithms, geometric modeling, internet-based technologies, knowledge discovery and engineering, machine learning, mobile computing, multimedia technologies, networking, neural network computing, optimization and search, parallel processing, robotics, smart structures, software engineering, virtual reality, and visualization techniques.
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