0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Research on Identification of Time-Varying Cable Force

 Research on Identification of Time-Varying Cable Force
Author(s): ,
Presented at IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, published in , pp. 1304-1312
DOI: 10.2749/nanjing.2022.1304
Price: € 25.00 incl. VAT for PDF document  
ADD TO CART
Download preview file (PDF) 0.15 MB

Cables have been widely used in the construction of cable-supported bridge due to their light weight and high strength mechanical properties. As the key component of cable supported bridge, real-ti...
Read more

Bibliographic Details

Author(s): (CCCC Second Harbor Engineering Company LTD., Wuhan 430040, China; Key Laboratory of Large-span Bridge Construction Technology, Wuhan 430040, China; CCCC Highway Bridge National Engineering Research Centre Co. Ltd, Wuhan 430040, China)
(Professor, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Published in:
Page(s): 1304-1312 Total no. of pages: 9
Page(s): 1304-1312
Total no. of pages: 9
DOI: 10.2749/nanjing.2022.1304
Abstract:

Cables have been widely used in the construction of cable-supported bridge due to their light weight and high strength mechanical properties. As the key component of cable supported bridge, real-time monitoring of the time-varying cable force of cable is very important for the construction, operation and maintenance of long-span bridges. Based on the time-frequency analysis method of multisynchrosqueezing transform, a new identification method of time-varying cable force is proposed. First, the theory of time-varying modal parameter identification based on time-frequency analysis method is studied. On this basis, the relationship between the time-varying cable force and the instantaneous natural frequency is obtained. Finally, the accuracy of the proposed method under different conditions is studied. The results show that the proposed time-varying cable force identification method has good accuracy and robustness.

Keywords:
time-frequency analysis cables and hangers of bridge time-varying cable force multisynchrosqueezing transform
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
License:

This creative work is copyrighted material and may not be used without explicit approval by the author and/or copyright owner.