• Complex
  • Title
  • Keyword
  • Abstract
  • Scholars
  • Journal
  • ISSN
  • Conference
搜索

Author:

Hu, Liangliang (Hu, Liangliang.) | Meng, Xiaolin (Meng, Xiaolin.) | Xie, Yilin (Xie, Yilin.) | Hancock, Craig (Hancock, Craig.) | Ye, George (Ye, George.) | Bao, Yan (Bao, Yan.)

Indexed by:

EI Scopus SCIE

Abstract:

Long-span bridges, often exposed to challenging harsh natural environments with severe weather conditions, necessitate real-time examination of load-deformation characteristics to ensure structural integrity and safety. Previous studies have primarily focused on investigating the causes of deformation in bridge structures under different single-load conditions during severe natural disasters, utilizing physics-based, mechanics-based, and data-driven methods. However, these methods cannot achieve fully achieve effective analysis of the real-time effects of multi-factor loads on bridge deformation, particularly in the presence of dynamic and simultaneous loads such as wind or temperature variations. A novel data-driven method is proposed based on a state-of-the-art real-time updating artificial neural networks (ANNs) algorithm to investigate the real-time coupling relationship between multi-loads and bridge deformation, enabling real-time prediction of bridge deformations. Additionally, the real-time characteristics between structural deformation and multi-loads are explained by incorporating SHapley Additive exPlanation (SHAP) in harsh natural environments. The proposed method has been validated on the 1,006-meter Forth Bridge in Scotland, showing high accuracy in real-time displacement prediction. The 9-day testing dataset demonstrated the R-2 values for Y and Z direction deformations were found to be 0.98 and 0.87, respectively. The performance metrics for each day indicated that the majority of Y and Z direction deformations had R-2 values exceeding 0.8, with RMSE and MAE values below 30 mm. The SHAP analysis revealed that an increase in wind speed leads to intensified Y direction deformation (larger SHAP values), while temperature has a significant impact on Z direction deformation (smaller SHAP values). Moreover, the weight influences of each load on the deformation are not fixed. The study's findings demonstrate that the proposed method enables accurate long-term prediction and assessment, allowing precise monitoring and prevention of abnormal risks in bridges under harsh environmental conditions.

Keyword:

Real-time updating artificial neural networks Structural health monitoring Global navigation satellite systems (GNSS) Harsh natural environments SHapley additive exPlanation Load-deformation characteristics

Author Community:

  • [ 1 ] [Hu, Liangliang]Beijing Univ Technol, Beijing, Peoples R China
  • [ 2 ] [Meng, Xiaolin]Beijing Univ Technol, Beijing, Peoples R China
  • [ 3 ] [Bao, Yan]Beijing Univ Technol, Beijing, Peoples R China
  • [ 4 ] [Meng, Xiaolin]Imperial Coll London, London, England
  • [ 5 ] [Xie, Yilin]Jiangsu Hydraul Res Inst, Nanjing, Peoples R China
  • [ 6 ] [Hancock, Craig]Loughborough Univ, Sch Architecture Bldg & Civil Engn, Loughborough LE11 3TU, Leics, England
  • [ 7 ] [Ye, George]UbiPOS UK Ltd, London, England

Reprint Author's Address:

  • [Meng, Xiaolin]Beijing Univ Technol, Beijing, Peoples R China;;

Show more details

Related Keywords:

Source :

ENGINEERING STRUCTURES

ISSN: 0141-0296

Year: 2024

Volume: 308

5 . 5 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

Affiliated Colleges:

Online/Total:1592/11005241
Address:BJUT Library(100 Pingleyuan,Chaoyang District,Beijing 100124, China Post Code:100124) Contact Us:010-67392185
Copyright:BJUT Library Technical Support:Beijing Aegean Software Co., Ltd.