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author:

Liu, X. (Liu, X..) [1] | Yang, J. (Yang, J..) [2] | Zhuo, W. (Zhuo, W..) [3] | Lin, K. (Lin, K..) [4] | Lin, Y. (Lin, Y..) [5]

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Scopus

Abstract:

Time-varying cable-force identification is fundamental for assessing the fatigue damage of stay cables. This study proposes a novel method for real-time time-varying cable force identification. This method updates the cable vibration signals through the sliding window and employs adaptive chirp mode decomposition (ACMD) to identify the instantaneous frequencies of the cables. Finally, the cable forces were calculated based on the taut string theory. The novelty of this study lies in the introduction of ACMD to enhance the accuracy of cable-force identification, while adaptively determining the key parameters of ACMD based on the scale space peak picking (SSPP) algorithm. The effectiveness of this method was been verified through numerical models, with the results showing that the maximum relative error in cable-force identification was 0.87%. Furthermore, this method was successfully applied to a sea-crossing cable-stayed bridge, demonstrating its ability to assess cable force accurately. © 2024 Elsevier Ltd

Keyword:

ACMD Cable-stayed bridge Real-time cable force identification Stay cables Time-varying cable force Vibration monitoring

Community:

  • [ 1 ] [Liu X.]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 2 ] [Yang J.]Fujian Expressway Technology Consulting Co., Ltd., Fuzhou, China
  • [ 3 ] [Zhuo W.]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 4 ] [Lin K.]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 5 ] [Lin Y.]Fujian Expressway Technology Consulting Co., Ltd., Fuzhou, China

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Source :

Measurement: Journal of the International Measurement Confederation

ISSN: 0263-2241

Year: 2024

Volume: 231

5 . 2 0 0

JCR@2023

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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