JOURNAL ARTICLE
Deep learning-based minute-scale digital prediction model for temperature induced deflection of a multi-tower double-layer steel truss bridge.
Published In: Advances in Structural Engineering, 2025, v. 28, n. 1. P. 4 1 of 3
Database: Academic Search Ultimate 2 of 3
Authored By: Meng, Lingxin; Sun, Bo; Dang, Yingjie; Shen, Lizhong; Zhuang, Yizhou 3 of 3
Abstract
This article focuses on developing and evaluating a deep learning-based digital prediction model for temperature-induced deflection in a long-span multi-tower double-layer steel truss bridge. Using structural health monitoring (SHM) data from the Beikou Bridge in China, the study compares three neural network architectures—long short-term memory (LSTM), bidirectional LSTM (Bi-LSTM), and a Transformer variant—under two learning strategies differing in input data composition. Results indicate that incorporating both historical temperature and deflection data (Strategy B) significantly improves prediction accuracy over using temperature data alone (Strategy A). Among the models tested, the Transformer-variant network, leveraging its self-attention mechanism, demonstrates superior performance in capturing key temporal features and providing stable, accurate predictions of temperature-induced bridge deflection.
Additional Information
- Source:Advances in Structural Engineering. 2025/01, Vol. 28, Issue 1, p4
- Document Type:Article
- Subject Area:Science
- Publication Date:2025
- ISSN:1369-4332
- DOI:10.1177/13694332241281858
- Accession Number:181918676
- Copyright Statement:Copyright of Advances in Structural Engineering 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.)
Looking to go deeper into this topic? Look for more articles on EBSCOhost.