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Departamento Gestión de Conocimiento, Monitoreo y Prospección
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Inelastic dynamic soil-structure interaction effects on moment-resisting frame buildings
| Indexado |
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| DOI | 10.1016/J.ENGSTRUCT.2013.01.020 | ||||
| Año | 2013 | ||||
| Tipo | artículo de investigación |
Citas Totales
Autores Afiliación Chile
Instituciones Chile
% Participación
Internacional
Autores
Afiliación Extranjera
Instituciones
Extranjeras
Abstract
Examination of results reveals that influence of DSSI on dry soil case is highly erratic, however tends to be invariantly favorable or negligible when the soil is in saturated condition. For motions inducing extensively inelastic structural behavior and mean period close to first elastic period of the soil deposit, inelastic DSSI seems to be very important. (C) 2013 Elsevier Ltd. All rights reserved.
| Ord. | Autor | Género | Institución - País |
|---|---|---|---|
| 1 | SAEZ-ROBERT, ESTEBAN PATRICIO | Hombre |
Ecole Cent Paris - Francia
Pontificia Universidad Católica de Chile - Chile École Centrale Paris - Francia |
| 2 | Lopez-Caballero, Fernando | Hombre |
Ecole Cent Paris - Francia
École Centrale Paris - Francia |
| 3 | Modaressi-Farahmand-Razavi, Arezou | - |
Ecole Cent Paris - Francia
École Centrale Paris - Francia |
| Fuente |
|---|
| Agence Nationale de la Recherche |
| Bureau de Recherches Geologiques et Minieres |
| BRGM |
| French "Agence National de la Recherche" in the framework of the VEDA (Seismic Vulnerability of structures: a Damage mechanics Approach) Research Project |
| CONICYT-Embassy of France in Chile Postgraduate Fellowship Program |
| Bureau de Recherches Géologiques et Minières |
| CONICYT-Embassy of France |
| Agradecimiento |
|---|
| This work has benefited from a grant provided by the French "Agence National de la Recherche" in the framework of the VEDA (Seismic Vulnerability of structures: a Damage mechanics Approach) Research Project (ANR-05-CATT-017-01). The first author has been partially financed by CONICYT-Embassy of France in Chile Postgraduate Fellowship Program and BRGM. |
| This work has benefited from a grant provided by the French “Agence National de la Recherche” in the framework of the VEDA (Seismic Vulnerability of structures: a Damage mechanics Approach) Research Project (ANR-05-CATT-017-01). The first author has been partially financed by CONICYT-Embassy of France in Chile Postgraduate Fellowship Program and BRGM. |
