Abstract
The ground-borne vibrations are generated when heavy vehicles travel over the speed bumps at high speeds. Traffic-induced vibrations are annoying for the occupants and damaging for the structures that are present close to the roads. Effective corrective measures are difficult to determine experimentally in cases where the vibrations induced in structures exceed the limits recommended by the governing standard. In this study, a simple approach is created with the help of MS Excel to create a machine learning-based prediction model for traffic-induced vibrations. Additionally, the utility of the developed approach is shown by a parametric investigation for studying the influence of vehicle speed on the vibrations induced by traffic. The Prediction Laboratory add-in tool present in MS Excel is used in this study. Four regression algorithms are selected out of many present in the Prediction Laboratory and coefficient of determination \(\left( {R^{2} } \right)\) is utilized as a performance measuring index for the selection of the best suitable regression algorithm for the available dataset taken from a past study. Compared to the other regression algorithms present in the Machine Learning Laboratory, the decision tree regression algorithm predicted the data points with the greatest coefficient of determination \(\left( {R^{2} } \right)\) value for the available dataset. The parametric investigation showed that the vehicle speed is directly related to the vibration PPV. The parametric trends derived are particular to the problem addressed in the reference study; however, their development by the proposed methodology using limited experimental data will be helpful in setting the speed limits for the vehicles travelling over the roads, keeping in mind the damages associated with the vibrations induced by them in the nearby environment.
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Javaid, M.F., Azam, R., Saqib, S. et al. A Machine Learning-Based User-Friendly Approach for Prediction of Traffic-Induced Vibrations and its Application for Parametric Study. J. Inst. Eng. India Ser. A 105, 1–13 (2024). https://doi.org/10.1007/s40030-023-00775-0
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DOI: https://doi.org/10.1007/s40030-023-00775-0