统计机器学习算法在桥梁变形数据集分类中的应用

Juan C. Avendano, L. D. Otero, C. Otero
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引用次数: 5

摘要

本文介绍了一种专为交通基础设施部件(如桥梁)设计和开发的结构健康监测系统。它主要关注统计机器学习(ML)算法在桥梁变形数据集分类中的应用。建立了钢桥模型,并放置了非接触式传感器采集变形数据。在预定义的四个位置分别施加四个荷载,以表示真实桥梁上的重荷载。在ANSYS中进行计算机仿真,并应用梯度增强神经网络对交通基础设施的行为进行比较和预测分析,以了解结构的健康状况并做出明智的决策。利用传感器采集每次试验中桥梁模型上100个关键位置的变形水平。重复实验得到平均数据进行处理。使用Python编程语言进行编码,并在Google Collaboratory Notebook中进行分析。模型的开发和训练是使用Pycaret完成的,Pycaret是一个基于Python的框架,支持各种ML工具。通过准确性来评估每种ML技术的性能。最终能够模拟结构上的多种载荷条件,识别可能的失效点,并检测和预测失效场景。一个桥梁模型的硬件和软件实现作为一个试点项目来验证所提出的系统。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Application of Statistical Machine Learning Algorithms for Classification of Bridge Deformation Data Sets
This paper presents the design and development of a structural health monitoring (SHM) system specifically tailored for transportation infrastructure components such as bridges. If focuses mainly the application of statistical machine learning (ML) algorithms to classify deformation datasets of a bridge. A model of a steel bridge was constructed and contactless sensors were placed to collect deformation data. Four loads were applied at each of the pre-defined four locations identified to represent heavy loads across the real bridge. Computer simulation in ANSYS and application of gradient boosting neural networks were performed to produce a comparative and predictive analysis of the behavior of transportation infrastructures, which can be used to understand the health of the structure and make informed decisions. Deformation levels at 100 critical locations on the bridge model were collected in each experiment by using sensors. The experiments were repeated to get average data for processing. Python programming language was used for coding and the analysis was performed in a Google Collaboratory Notebook. Development and training of the models were done using the Pycaret, which is a Python based framework that supports a variety of ML tools. Performance of each ML technique was evaluated by means of the accuracy. The final is capable of simulating multiple load conditions on structures, identifying possible failure points, and detecting and predicting failure scenarios. Both hardware and software implementations of a model of a bridge were performed as a pilot project to validate the proposed system.
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