Damage Identification for Underground Structure Based on Frequency Response Function

Damage identification that is based on modal analysis is widely used in traditional structural damage identification. However, modal analysis is difficult in high damping structures and modal concentrated structures. Unlike approaches based on modal analysis, damage identification based on the frequ...

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Detalles Bibliográficos
Autores principales: Wang, Shengnan, Long, Xiaohong, Luo, Hui, Zhu, Hongping
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2018
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6164946/
https://www.ncbi.nlm.nih.gov/pubmed/30201945
http://dx.doi.org/10.3390/s18093033

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6164946/
https://www.ncbi.nlm.nih.gov/pubmed/30201945
http://dx.doi.org/10.3390/s18093033

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