Bridge Superstructure Component Performance Prediction Model Based on LightGBM

The rapid increase in the number of aging bridges domestically requires efficient maintenance strategies, which may utilize bridge performance prediction models. In this study, performance prediction models were developed for structural components with large amounts of data in the superstructure (concrete decks, PSC I girders, steel box girders, concrete crossbeams, and steel crossbeams) using data managed by a Bridge Management System. The condition rating from previous inspections (previous rating) had the greatest impact on the predictions, and regression analysis was used to train the model with the regression value of the previous rating rather than its representative value. Consequently, the prediction performance of the learning model improved, and the same method was applied to other superstructure components. Finally, the prediction results were analyzed by applying actual bridge data to the model.

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Publication Details

Journal
Korean Society of Hazard Mitigation
Published
2024-12-29
DOI
https://doi.org/10.9798/kosham.2024.24.6.253
Primary Topic
Infrastructure Maintenance and Monitoring
Type
article
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article

Bridge Superstructure Component Performance Prediction Model Based on LightGBM

Yangrok Choi, Jung Sik Kong, Kyungrok Kwon, Ki-Beom Kim et al.
1 links
Korean Society of Hazard Mitigation
Infrastructure Maintenance and Monitoring
article

Bridge Superstructure Component Performance Prediction Model Based on LightGBM

Yangrok Choi, Jung Sik Kong, Kyungrok Kwon, Ki-Beom Kim, Seon-Geun Oh, Youngjae Bae
article en

Abstract

The rapid increase in the number of aging bridges domestically requires efficient maintenance strategies, which may utilize bridge performance prediction models. In this study, performance prediction models were developed for structural components with large amounts of data in the superstructure (concrete decks, PSC I girders, steel box girders, concrete crossbeams, and steel crossbeams) using data managed by a Bridge Management System. The condition rating from previous inspections (previous rating) had the greatest impact on the predictions, and regression analysis was used to train the model with the regression value of the previous rating rather than its representative value. Consequently, the prediction performance of the learning model improved, and the same method was applied to other superstructure components. Finally, the prediction results were analyzed by applying actual bridge data to the model.

Korean Society of Hazard MitigationVol. 24(6)
Master's College (US), Korea University (KR)
Sustainable cities and communities
Openalex Percentile: Top 72%
Infrastructure Maintenance and Monitoring
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