Detection of Earthquake-Induced Damage in a Framed Structure Using a Finite Element Model Updating Procedure

Damage of a 5-story framed structure was identified from two types of measured data, which are frequency response functions (FRF) and natural frequencies, using a finite element (FE) model updating procedure. In this study, a procedure to determine the appropriate weightings for different groups of...

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Detalles Bibliográficos
Autores principales: Yu, Eunjong, Kim, Seung-Nam, Park, Taewon, Lee, Sang-Hyun
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Hindawi Publishing Corporation 2014
Materias:
Research Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3915542/
https://www.ncbi.nlm.nih.gov/pubmed/24574888
http://dx.doi.org/10.1155/2014/410539

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3915542/
https://www.ncbi.nlm.nih.gov/pubmed/24574888
http://dx.doi.org/10.1155/2014/410539

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