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Smart Structures and Systems
  Volume 33, Number 2, February 2024 , pages 145-163
DOI: https://doi.org/10.12989/sss.2024.33.2.145
 


Time-varying characteristics analysis of vehicle-bridge interaction system using an accurate time-frequency method
Tian-Li Huang, Lei Tang, Chen-Lu Zhan, Xu-Qiang Shang, Ning-Bo Wang and Wei-Xin Ren

 
Abstract
    The evaluation of dynamic characteristics of bridges under operational traffic loads is a crucial aspect of bridge structural health monitoring. In the vehicle-bridge interaction (VBI) system, the vibration responses of bridge exhibit timevarying characteristics. To address this issue, an accurate time-frequency analysis method that combines the autoregressive power spectrum based empirical wavelet transform (AR-EWT) and local maximum synchrosqueezing transform (LMSST) is proposed to identify the time-varying instantaneous frequencies (IFs) of the bridge in the VBI system. The AR-EWT method decomposes the vibration response of the bridge into mono-component signals. Then, LMSST is employed to identify the IFs of each mono-component signal. The AR-EWT combined with the LMSST method (AR-EWT+LMSST) can resolve the problem that LMSST cannot effectively identify the multi-component signals with weak amplitude components. The proposed AREWT+ LMSST method is compared with some advanced time-frequency analysis techniques such as synchrosqueezing transform (SST), synchroextracting transform (SET), and LMSST. The results demonstrate that the proposed AR-EWT+LMSST method can improve the accuracy of identified IFs. The effectiveness and applicability of the proposed method are validated through a multi-component signal, a VBI numerical model with a four-degree-of-freedom half-car, and a VBI model experiment. The effect of vehicle characteristics, vehicle speed, and road surface roughness on the identified IFs of bridge are investigated.
 
Key Words
    autoregressive power spectrum based empirical wavelet transform (AR-EWT); local maximum synchrosqueezing transform (LMSST); time-varying characteristics; vehicle-bridge interaction (VBI) system
 
Address
(1) Tian-Li Huang, Lei Tang, Chen-Lu Zhan, Xu-Qiang Shang, Ning-Bo Wang:
School of Civil Engineering, Central South University, Changsha, Hunan 410075, China;
(2) Wei-Xin Ren:
College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, Guangdong 518061, China.
 

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