A novel damage identification method for arch bridge using symplectic geometry wavelet packet energy-Reference-Cited by-同舟云学术

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A novel damage identification method for arch bridge using symplectic geometry wavelet packet energy

Published:2024-03 Issue: Volume:61 Page:105959
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Ouyang Tiancheng,Cheng Liang^ORCID,Li Yinxuan,Wang Jinxiang,Xu Hua,Zhao Jiaqi

Publisher

Elsevier BV

Reference32 articles.

1. Mechanical behavior of a novel steel-concrete joint for long-span arch bridges–application to Yachi River Bridge;Yang;Eng Struct,2022

2. Load transfer mechanism and fatigue performance evaluation of suspender-girder composite anchorage joints at serviceability stage;Liu;J Constr Steel Res,2018

3. Corrosion fatigue crack growth prediction of bridge suspender wires using Bayesian gaussian process;Ma;Int J Fatigue,2023

4. Time-dependent reliability analysis of the suspender in half-through arch bridge considering temperature effect;Zhou;Structures,2022

5. Recent progress and future trends on damage identification methods for bridge structures;An;Struct Control Health Monit,2019

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