Structural Damage Localization and Quantification Based on a CEEMDAN Hilbert Transform Neural Network Approach: A Model Steel Truss Bridge Case Study

Vibrations of complex structures such as bridges mostly present nonlinear and non-stationary behaviors. Recently, one of the most common techniques to analyze the nonlinear and non-stationary structural response is Hilbert–Huang Transform (HHT). This paper aims to evaluate the performance of HHT bas...

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Detalles Bibliográficos
Autores principales: Mousavi, Asma Alsadat, Zhang, Chunwei, Masri, Sami F., Gholipour, Gholamreza
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7085609/
https://www.ncbi.nlm.nih.gov/pubmed/32110964
http://dx.doi.org/10.3390/s20051271

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7085609/
https://www.ncbi.nlm.nih.gov/pubmed/32110964
http://dx.doi.org/10.3390/s20051271

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