A Step-by-Step Damage Identification Method Based on Frequency Response Function and Cross Signature Assurance Criterion

This paper aims to present a method for quantitative damage identification of a simply supported beam, which integrates the frequency response function (FRF) and model updating. The objective function is established using the cross-signature assurance criterion (CSAC) indices of the FRFs between the...

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Detalles Bibliográficos
Autores principales: Zhan, Jiawang, Zhang, Fei, Siahkouhi, Mohammad
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7913376/
https://www.ncbi.nlm.nih.gov/pubmed/33546231
http://dx.doi.org/10.3390/s21041029

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7913376/
https://www.ncbi.nlm.nih.gov/pubmed/33546231
http://dx.doi.org/10.3390/s21041029

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