Version 1
: Received: 25 October 2024 / Approved: 25 October 2024 / Online: 25 October 2024 (17:15:35 CEST)
How to cite:
Jeon, C.-H.; Kwon, T. H.; Kim, J.; Jung, K.-S.; Park, K.-T. Quantitative Evaluation of Reinforced Concrete Slab Bridges Using a Novel Bridge Health Index and LSTM-Based Deterioration Models. Preprints2024, 2024102058. https://doi.org/10.20944/preprints202410.2058.v1
Jeon, C.-H.; Kwon, T. H.; Kim, J.; Jung, K.-S.; Park, K.-T. Quantitative Evaluation of Reinforced Concrete Slab Bridges Using a Novel Bridge Health Index and LSTM-Based Deterioration Models. Preprints 2024, 2024102058. https://doi.org/10.20944/preprints202410.2058.v1
Jeon, C.-H.; Kwon, T. H.; Kim, J.; Jung, K.-S.; Park, K.-T. Quantitative Evaluation of Reinforced Concrete Slab Bridges Using a Novel Bridge Health Index and LSTM-Based Deterioration Models. Preprints2024, 2024102058. https://doi.org/10.20944/preprints202410.2058.v1
APA Style
Jeon, C. H., Kwon, T. H., Kim, J., Jung, K. S., & Park, K. T. (2024). Quantitative Evaluation of Reinforced Concrete Slab Bridges Using a Novel Bridge Health Index and LSTM-Based Deterioration Models. Preprints. https://doi.org/10.20944/preprints202410.2058.v1
Chicago/Turabian Style
Jeon, C., Kyu-San Jung and Ki-Tae Park. 2024 "Quantitative Evaluation of Reinforced Concrete Slab Bridges Using a Novel Bridge Health Index and LSTM-Based Deterioration Models" Preprints. https://doi.org/10.20944/preprints202410.2058.v1
Abstract
The Bridge Health Index (BHI) serves as an essential tool for assessing the structural and functional condition of bridges, calculated based on the condition of structural components and the serviceability of the bridge. Its primary purpose is to identify the most deteriorated structures in an asset inventory and prioritize those in most urgent need of repair. However, a frequently cited issue is the lack of accurate and objective data, with the determination of BHI often heavily reliant on expert opinions and engineering judgment. Furthermore, the BHI systems used in most countries are dependent on the current state of bridge components, making it challenging to use as a proactive indicator for factors such as the rate of bridge aging. To address this issue, this study introduces a novel BHI as a quantitative evaluation metric for reinforced concrete slab bridges and details the process of deriving the BHI based on deterioration models. The deterioration models are derived by preprocessing the deterioration data of reinforced concrete (RC) slab bridges, wherein the relationship between time and deterioration is directly employed for training a long short-term memory model. The BHI was validated through a case study involving six RC-slab bridges, wherein accuracies of >93% were achieved, confirming that the proposed quantitative evaluation methodology can significantly contribute to maintenance decisions for bridges.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
