Muhammad Ajmal, Rizwan Azam, Muhammad Rizwan Riaz, Muhammad Faraz Javaid
{"title":"An easy-to-use machine learning approach for predicting train-induced vibrations: application to a world heritage site","authors":"Muhammad Ajmal, Rizwan Azam, Muhammad Rizwan Riaz, Muhammad Faraz Javaid","doi":"10.1007/s44150-025-00168-w","DOIUrl":null,"url":null,"abstract":"<div><p>Train-induced vibrations can negatively affect nearby structures and human comfort, yet traditional methods of assessing vibrations are either complex or limited. This research aims to provide a user-friendly, coding-free machine learning (ML) tool to accurately predict these vibrations, empowering civil engineers to conveniently implement advanced ML approaches in practical applications. Using XLSTAT, a coding-free ML platform integrated into MS Excel, multiple regression algorithms were tested. The Extreme Gradient Boosting (XGBoost) algorithm was selected based on superior predictive accuracy. Two datasets were analyzed: Dataset-1, obtained from published literature, and Dataset-2, collected experimentally at Shalimar Gardens, a UNESCO World Heritage site. Predictions were compared with results from the empirical Federal Transit Administration (FTA) method. XGBoost significantly outperformed the empirical FTA method. For Dataset-1, XGBoost achieved an R<sup>2</sup> of 0.9092 compared to 0.8618 from FTA. For Dataset-2, XGBoost notably excelled with an R<sup>2</sup> of 0.9622, whereas the FTA method reached only 0.1907. Additionally, the XGBoost algorithm demonstrated higher accuracy than the previously used GRNN and BPNN models from the literature. A user-friendly, coding-free ML approach using XLSTAT effectively predicts train-induced vibrations with high accuracy, substantially surpassing traditional empirical methods. This accessible tool facilitates practical vibration prediction and supports civil engineers in making informed, data-driven decisions to mitigate adverse impacts of structural vibrations.</p></div>","PeriodicalId":100117,"journal":{"name":"Architecture, Structures and Construction","volume":"5 2","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2025-07-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Architecture, Structures and Construction","FirstCategoryId":"1085","ListUrlMain":"https://link.springer.com/article/10.1007/s44150-025-00168-w","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
Train-induced vibrations can negatively affect nearby structures and human comfort, yet traditional methods of assessing vibrations are either complex or limited. This research aims to provide a user-friendly, coding-free machine learning (ML) tool to accurately predict these vibrations, empowering civil engineers to conveniently implement advanced ML approaches in practical applications. Using XLSTAT, a coding-free ML platform integrated into MS Excel, multiple regression algorithms were tested. The Extreme Gradient Boosting (XGBoost) algorithm was selected based on superior predictive accuracy. Two datasets were analyzed: Dataset-1, obtained from published literature, and Dataset-2, collected experimentally at Shalimar Gardens, a UNESCO World Heritage site. Predictions were compared with results from the empirical Federal Transit Administration (FTA) method. XGBoost significantly outperformed the empirical FTA method. For Dataset-1, XGBoost achieved an R2 of 0.9092 compared to 0.8618 from FTA. For Dataset-2, XGBoost notably excelled with an R2 of 0.9622, whereas the FTA method reached only 0.1907. Additionally, the XGBoost algorithm demonstrated higher accuracy than the previously used GRNN and BPNN models from the literature. A user-friendly, coding-free ML approach using XLSTAT effectively predicts train-induced vibrations with high accuracy, substantially surpassing traditional empirical methods. This accessible tool facilitates practical vibration prediction and supports civil engineers in making informed, data-driven decisions to mitigate adverse impacts of structural vibrations.