Damage detection for high-speed railway standard box girders based on time–frequency characteristics of train-induced strain
Author:
Funder
NSFC
Fundamental Research Funds for the Central Universities
Publisher
Elsevier BV
Reference47 articles.
1. Indirect displacement monitoring of high-speed railway box girders consider bending and torsion coupling effects;Wang;Smart Struct. Syst.,2021
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3. Damage detection in railway bridges using traffic-induced dynamic responses;Meixedo;Eng. Struct.,2021
4. Probabilistic damage localization by empirical data analysis and symmetric information measure;Entezami;Measurement,2022
5. A novel data-driven method for structural health monitoring under ambient vibration and high-dimensional features by robust multidimensional scaling;Entezami;Struct. Health Monit.,2021
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