{"title":"Predicting Load-Deflection of Composite Concrete Bridges Using Machine Learning Models","authors":"Manh Van Le, Indra Prakash, Dam Duc Nguyen","doi":"10.58845/jstt.utt.2023.en.3.4.44-52","DOIUrl":null,"url":null,"abstract":"The main objective of this study is to predict accurately the load-deflection of composite concrete bridges using two popular machine learning (ML) models namely Random Tree (RT) and Artificial Neural Network (ANN). Data from 83 track loading tests conducted on various bridges in Vietnam were collected and analyzed. Various input parameters namely bridge's cross-sectional shape, length of concrete beam, number of years in use, height of the main girder, distance between the main girders were selected for the modelling. Validation indicators like R, RMSE, and MAE, and Taylor diagram were used for validation and comparison of the models. Results of this study showed that both RT and ANN are good for prediction of the load-deflection of composite concrete bridges, but RT outperforms ANN. Thus, the developed ML models can facilitate efficient bridge health monitoring and management by predicting the load-deflection of simple-span concrete bridges.","PeriodicalId":117856,"journal":{"name":"Journal of Science and Transport Technology","volume":" 21","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Science and Transport Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.58845/jstt.utt.2023.en.3.4.44-52","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The main objective of this study is to predict accurately the load-deflection of composite concrete bridges using two popular machine learning (ML) models namely Random Tree (RT) and Artificial Neural Network (ANN). Data from 83 track loading tests conducted on various bridges in Vietnam were collected and analyzed. Various input parameters namely bridge's cross-sectional shape, length of concrete beam, number of years in use, height of the main girder, distance between the main girders were selected for the modelling. Validation indicators like R, RMSE, and MAE, and Taylor diagram were used for validation and comparison of the models. Results of this study showed that both RT and ANN are good for prediction of the load-deflection of composite concrete bridges, but RT outperforms ANN. Thus, the developed ML models can facilitate efficient bridge health monitoring and management by predicting the load-deflection of simple-span concrete bridges.
本研究的主要目的是利用两种流行的机器学习(ML)模型,即随机树(RT)和人工神经网络(ANN),准确预测复合混凝土桥梁的荷载-挠度。收集并分析了在越南各种桥梁上进行的 83 次轨道加载试验的数据。建模时选择了各种输入参数,即桥梁横截面形状、混凝土梁长度、使用年限、主梁高度、主梁间距。采用 R、RMSE 和 MAE 等验证指标以及泰勒图来验证和比较模型。研究结果表明,RT 和 ANN 都能很好地预测复合混凝土桥梁的荷载-挠度,但 RT 优于 ANN。因此,所开发的 ML 模型可以通过预测简支混凝土桥梁的荷载挠度来促进有效的桥梁健康监测和管理。