Identificador persistente para citar o vincular este elemento:
http://hdl.handle.net/10553/118682
| Título: | Boundary Element Model for the Seismic Analysis of Arch Dams | Autores/as: | Domínguez, J Maeso Fortuny, Orlando Fco |
Clasificación UNESCO: | 330532 Ingeniería de estructuras | Palabras clave: | Boundary element method Seismic Response Boundary element model Seismic Analysis |
Fecha de publicación: | 1992 | Conferencia: | 2nd Symposium of International Association for Boundary Element Methods | Resumen: | A three-dimensional boundary element model for the seismic analysis of arch dams is presented. The soil and the dam are assume to be viscoelastic domains the former being boundless. The water is assume to be compressible subject to small amplitude motions. The soil-water, soil-dam and water-dam dynamic interactions are taken into account rigurously. The analysis is done in the frequency domain and factors such as an infinite soil, the effect of the local topography, the actual non-uniform geometry of the reservoir and the spacial distribution of the ground motion about the canyon walls are taken into account in a direct way as apposite to the existing FEM models which are not able to consider those factors. | URI: | http://hdl.handle.net/10553/118682 | URL: | https://link.springer.com/chapter/10.1007/978-3-662-06153-4_9 |
| Colección: | Actas de congresos |
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