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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...
| Autores principales: | , , , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2022
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| 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 |