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Identification of Nonlinear Soil Properties from Downhole Array Data Using a Bayesian Model Updating Approach

An accurate seismic response simulation of civil structures requires accounting for the nonlinear soil response behavior. This, in turn, requires understanding the nonlinear material behavior of in situ soils under earthquake excitations. System identification methods applied to data recorded during...

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Detalles Bibliográficos
Autores principales: Ghahari, Farid, Abazarsa, Fariba, Ebrahimian, Hamed, Zhang, Wenyang, Arduino, Pedro, Taciroglu, Ertugrul
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9782295/
https://www.ncbi.nlm.nih.gov/pubmed/36560217
http://dx.doi.org/10.3390/s22249848