Time-domain deconvolution procedure for elastoplastic materials: Application to the Treasure Island site during the 1989 Loma Prieta earthquake

When dynamic soil-structure interaction (DSSI) analyses are performed, e.g. using the finite element (FE) method, the input signal is required at the base of the model. Nevertheless, acceleration records are usually available at the surface and, therefore, the desired motion must be deconvolved to t...

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Detalles Bibliográficos
Autores principales: Pinzón, Luis A., Hernández, Eduardo D., Mánica, Miguel A.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2023
Materias:
Engineering
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10520356/
https://www.ncbi.nlm.nih.gov/pubmed/37767156
http://dx.doi.org/10.1016/j.mex.2023.102386

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10520356/
https://www.ncbi.nlm.nih.gov/pubmed/37767156
http://dx.doi.org/10.1016/j.mex.2023.102386

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