Dynamic behavior of double and triple adjacent 2D hills using boundary element method

A 2D boundary element method with material damping is developed in order to seismic investigation of constructions with different configurations. The boundary element algorithm, which utilized the time-convoluted kernels is employed in order to incorporate proportional damping. In order to investiga...

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Detalles Bibliográficos
Autores principales: Afzalirad, Mobin, Naghizadehrokni, Mehran, Khosravi, Iman
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2019
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6348167/
https://www.ncbi.nlm.nih.gov/pubmed/30705979
http://dx.doi.org/10.1016/j.heliyon.2018.e01114

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6348167/
https://www.ncbi.nlm.nih.gov/pubmed/30705979
http://dx.doi.org/10.1016/j.heliyon.2018.e01114

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