Ground Vibrations Induced by High-Speed Trains in Regions with Sudden Foundation Stiffness Change
In this paper analytical transient solutions of dynamic response of one-dimensional systems with sudden change of foundation stiffness are derived. In more details, cantilever dynamic response, expressed in terms of vertical displacement, is extended to account for elastic foundation and then two ca...
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| Outros Autores: | , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2010
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10362/4348 |
| País: | Portugal |
| Oai: | oai:run.unl.pt:10362/4348 |