Adaptive Identification of Time-Varying Cable Tension Based on Improved Variational Mode Decomposition-Reference-Cited by-同舟云学术

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Adaptive Identification of Time-Varying Cable Tension Based on Improved Variational Mode Decomposition

Published:2022-08 Issue:8 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Li Jin-Xin¹^ORCID,Yi Ting-Hua²,Qu Chun-Xu³,Li Hong-Nan⁴,Liu Hua⁵

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China. ORCID: .

2. Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China (corresponding author).

3. Associate Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China.

4. Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China.

5. Chief Engineer, China Railway Bridge and Tunnel Technologies, Nanjing 210061, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001906

Reference31 articles.

1. Structural system identification based on variational mode decomposition

2. Identification of time-varying cable tension forces based on adaptive sparse time-frequency analysis of cable vibrations

3. Comparative Field Study of Cable Tension Measurement for a Cable-Stayed Bridge

4. The spectrum of horizontal gustiness near the ground in high winds

5. Variational Mode Decomposition

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