Instantaneous identification of tension in bridge cables using synchrosqueezing wave-packet transform of acceleration responses-Reference-Cited by-同舟云学术

Instantaneous identification of tension in bridge cables using synchrosqueezing wave-packet transform of acceleration responses

Published:2022-06-14 Issue: Volume: Page:1-16
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Zhang Xin¹²^ORCID,Lu Ye²,Cao Maosen¹,Li Shuai¹,Sumarac Dragoslav¹³,Wang Zeyu¹

Affiliation:

1. Department of Engineering Mechanics, Hohai University, Nanjing, P.R. China

2. Department of Civil Engineering, Monash University, Melbourne, Australia

3. Faculty of Civil Engineering, University of Belgrade, Belgrade, Serbia

Funder

China Scholarship Council under Grand

Nanjing International Joint Research and Development Program under Grand

Nanjing Science and Technology Project under Grand

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2022.2082492

Reference42 articles.

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

2. Investigation of Time-Varying Cable Tension of Bridges Using Time-Frequency Reassignment Techniques Based on Structural Health Monitoring Data

3. A comparative study of multi-mode cable vibration control using viscous and viscoelastic dampers through field tests on the Sutong Bridge

4. Ten Lectures on Wavelets

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