JOURNAL ARTICLE
Dynamic evaluation of road and bridge engineering construction safety risk based on Fuzzy Dynamic Bayesian Network research.
Published In: Journal of Intelligent & Fuzzy Systems, 2024, v. 46, n. 4. P. 7555 1 of 3
Database: Academic Search Ultimate 2 of 3
Authored By: Wang, Yuansen; Lv, Guibin; He, Jialin; Cheng, Feng; Li, Dongke 3 of 3
Abstract
The article presents a dynamic safety risk evaluation model for road and bridge engineering construction based on Fuzzy Dynamic Bayesian Network (FDBN), integrating Fuzzy Set Theory (FST) with an improved similar aggregation method to reduce subjectivity in expert assessments. Using the Hebi City Provincial Highway 304 reconstruction project as a case study, the model dynamically predicts safety risk probabilities over time, identifies key risk factors—such as lifting and hoisting accidents, high-altitude falls, collapses, mechanical equipment accidents, and food poisoning—and aligns well with actual construction site conditions. The approach combines expert opinions, accident reports, and probabilistic reasoning to support decision-making and optimize risk management strategies. The study suggests future work to enhance coupling analysis of risk factors and incorporate probabilistic loss considerations.
Additional Information
- Source:Journal of Intelligent & Fuzzy Systems. 2024/04, Vol. 46, Issue 4, p7555
- Document Type:Article
- Subject Area:Construction and Building
- Publication Date:2024
- ISSN:1064-1246
- DOI:10.3233/JIFS-236301
- Accession Number:176907398
- Copyright Statement:Copyright of Journal of Intelligent & Fuzzy Systems is the property of Sage Publications Inc. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
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