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dc.contributor.author | Gómez-Martínez, Fernando | es_ES |
dc.contributor.author | Pérez-García, Agustín | es_ES |
dc.contributor.author | De Luca, Flavia | es_ES |
dc.contributor.author | Verderame, Gerardo Mario | es_ES |
dc.date.accessioned | 2015-10-16T17:19:10Z | |
dc.date.available | 2015-10-16T17:19:10Z | |
dc.date.issued | 2015-03 | |
dc.identifier.issn | 0020-0883 | |
dc.identifier.uri | http://hdl.handle.net/10251/56122 | |
dc.description.abstract | [EN] A back analysis aimed at the evaluation of reinforced concrete frame buildings performance during the 2011 Lorca, Spain, earthquake is provided by applying FAST method. This is a simplified approach for the estimation of largescale vulnerability of RC moment resisting frame buildings. It accounts for the structural contribution of non-structural masonry infills. Lorca earthquake showed a Peak Ground Acceleration (PGA) three times higher with respect to that recommended by local design code. However, damage observed seldom included building collapses. Characteristics of the seismic event and features of the local building stock are studied aimed at showing, through the application of FAST, whether the low amount of collapses could be a consequence of the additional contribution provided by infills, despite their non-structural role in local code design framework. FAST damage scenario showed a fair agreement with observed damage, providing a confirmation on the structural role played by masonry infills. | es_ES |
dc.description.abstract | [ES] Se ofrece una hipótesis de comportamiento de los edificios porticados de hormigón armado de Lorca ante el terremoto de 2011, mediante la aplicación del método FAST, procedimiento de estimación simplificada de la vulnerabilidad a gran escala de dichos edificios contando con la contribución estructural de la tabiquería de fábrica. Este terremoto tuvo una aceleración de pico (PGA) tres veces superior a la básica de proyecto; sin embargo, se caracterizó por la práctica ausencia de colapsos. Se estudian las propiedades del evento sísmico y las particularidades de la edificación para, a través de la aplicación de FAST, tratar de confirmar que dicha ausencia de colapsos pudiera deberse a la contribución estructural de la tabiquería, a pesar de no ser proyectada con ese fin ni regulada por las sucesivas regulaciones normativas. Los resultados obtenidos confirman en buena medida dicha hipótesis, siendo el nivel medio de daño previsto consistente con el escenario real. | es_ES |
dc.language | Español | es_ES |
dc.publisher | Consejo Superior de Investigaciones Científicas (CSIC) | es_ES |
dc.relation.ispartof | Informes de la Construcción | es_ES |
dc.rights | Reconocimiento - No comercial (by-nc) | es_ES |
dc.subject | Lorca earthquake | es_ES |
dc.subject | Vulnerability | es_ES |
dc.subject | Infills | es_ES |
dc.subject | Damage states | es_ES |
dc.subject | Brittle failure | es_ES |
dc.subject | Seismic code NCSE-02 | es_ES |
dc.subject | FAST | es_ES |
dc.subject | Terremoto de Lorca | es_ES |
dc.subject | Vulnerabilidad | es_ES |
dc.subject | Tabiquería | es_ES |
dc.subject | Nivel de daño | es_ES |
dc.subject | Rotura frágil | es_ES |
dc.subject | NCSE-02. | es_ES |
dc.subject.classification | MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS | es_ES |
dc.title | Comportamiento de los edificios de HA con tabiquería durante el sismo de Lorca de 2011: aplicación del método FAST | es_ES |
dc.title.alternative | Infilled RC buildings performances during the 2011 Lorca, Spain, earthquake: application of FAST approach | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.3989/ic.12.110 | |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures | es_ES |
dc.description.bibliographicCitation | Gómez-Martínez, F.; Pérez-García, A.; De Luca, F.; Verderame, GM. (2015). Comportamiento de los edificios de HA con tabiquería durante el sismo de Lorca de 2011: aplicación del método FAST. Informes de la Construcción. 67(537):1-14. doi:10.3989/ic.12.110 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.3989/ic.12.110 | es_ES |
dc.description.upvformatpinicio | 1 | es_ES |
dc.description.upvformatpfin | 14 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 67 | es_ES |
dc.description.issue | 537 | es_ES |
dc.relation.senia | 294090 | es_ES |
dc.identifier.eissn | 1988-3234 | |
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