Influence of the stiffness-damping coupling of the foundation in the performance of a high-speed train track
A brief revision of previous works in the definition of deformability characteristics in soils subject to cyclic dynamic loading is presented. Based on the dependency of stiffness and damping of soils with cyclic shear strain, parametric studies were conducted to investigate the influence of the cyc...
| Autor principal: | |
|---|---|
| Outros Autores: | |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2009
|
| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/11514 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/11514 |