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Research on Identification of Time-Varying Cable Force

 Research on Identification of Time-Varying Cable Force
Autor(en): ,
Beitrag für IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, veröffentlicht in , S. 1304-1312
DOI: 10.2749/nanjing.2022.1304
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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...
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Bibliografische Angaben

Autor(en): (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: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Veröffentlicht in:
Seite(n): 1304-1312 Anzahl der Seiten (im PDF): 9
Seite(n): 1304-1312
Anzahl der Seiten (im PDF): 9
DOI: 10.2749/nanjing.2022.1304
Abstrakt:

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.

Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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