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On soil-structure interaction in large non-slender partially buried structures
dc.contributor.author | Vega Domínguez, Jaime | es-ES |
dc.contributor.author | Aznárez, Juan José | es-ES |
dc.contributor.author | Santana Naranjo, Aurora | es-ES |
dc.contributor.author | Alarcón Álvarez, Enrique | es-ES |
dc.contributor.author | Padrón Hernández, Luis Antonio | es-ES |
dc.contributor.author | Pérez, Juan José | es-ES |
dc.contributor.author | Maeso Fortuny, Orlando | es-ES |
dc.date.accessioned | 2019-06-18T07:02:29Z | |
dc.date.available | 2019-06-18T07:02:29Z | |
dc.date.issued | 26/02/2013 | es_ES |
dc.identifier.issn | 1570-761X | es_ES |
dc.identifier.uri | http://hdl.handle.net/11531/37434 | |
dc.description | Artículos en revistas | es_ES |
dc.description.abstract | El artículo estudia los límites de aplicabilidad del método de las sub-estructuras para grandes estructuras parcialmente enterradas. | es-ES |
dc.description.abstract | This paper addresses the seismic analysis of a deeply embedded non-slender structure hosting the pumping unit of a reservoir. The dynamic response in this type of problems is usually studied under the assumption of a perfectly rigid structure using a sub-structuring procedure (three-step solution) proposed specifically for this hypothesis. Such an approach enables a relatively simple assessment of the importance of some key factors influencing the structural response. In this work, the problem is also solved in a single step using a direct approach in which the structure and surrounding soil are modelled as a coupled system with its actual geometry and flexibility. Results indicate that, quite surprisingly, there are significant differences among prediction using both methods. Furthermore, neglecting the flexibility of the structure leads to a significant underestimation of the spectral accelerations at certain points of the structure. | en-GB |
dc.format.mimetype | application/pdf | es_ES |
dc.language.iso | en-GB | es_ES |
dc.rights | Creative Commons Reconocimiento-NoComercial-SinObraDerivada España | es_ES |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/es/ | es_ES |
dc.source | Revista: Bulletin of Earthquake Engineering, Periodo: 2, Volumen: , Número: 11, Página inicial: 1403, Página final: 1421 | es_ES |
dc.title | On soil-structure interaction in large non-slender partially buried structures | es_ES |
dc.type | info:eu-repo/semantics/article | es_ES |
dc.description.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.rights.holder | es_ES | |
dc.rights.accessRights | info:eu-repo/semantics/openAccess | es_ES |
dc.keywords | Interacción suelo-estructura, método directo, método de los tres pasos, estructuras enterradas, Método de los elementos de contorno | es-ES |
dc.keywords | Soil-structure interaction · Direct method · Three-step solution - Buried structures · Boundary Element Method | en-GB |
dc.identifier.doi | 10.1007/s10518-013-9433-8 | es_ES |
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