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The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake

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The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake

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dc.contributor.author De Luca, Flavia es_ES
dc.contributor.author Verderame, Gerardo Mario es_ES
dc.contributor.author Gómez Martínez, Fernando es_ES
dc.contributor.author Pérez García, Agustín José es_ES
dc.date.accessioned 2016-04-20T16:45:18Z
dc.date.available 2016-04-20T16:45:18Z
dc.date.issued 2014-10
dc.identifier.issn 1570-761X
dc.identifier.uri http://hdl.handle.net/10251/62777
dc.description The final publication is available at Spriger via http://dx.doi.org/10.1007/s10518-013-9500-1 es_ES
dc.description.abstract On May 11, 2011 an earthquake of magnitude 5.1 (Mw) struck Murcia region causing nine casualties and damage to buildings and infrastructures. Even if the main characteristics of the event would classify it as a moderate earthquake, the maximum Peak Ground Acceleration (PGA) registered (equal to 0.37 g) exceeded significantly local code provisions in terms of hazard at the site. This high PGA was a result of directivity effects in the near source region. An overview of earthquake characteristics and damage observed is provided. Notwithstanding the lack of proper structural design characterizing building stock in the area, most of the losses were caused by non-structural damage. According to in field observations, it emerges that masonry infills provided additional, not designed , strength to reinforced concrete (RC) buildings. Observed damage data, collected after the earthquake, are shown and compared to the results of a simplified approach for nonstructural damage assessment of RC infilled structures (FAST vulnerability approach). The latter comparison provided a fair accordance between observed data and analytical results. es_ES
dc.description.sponsorship The work presented has been developed in cooperation with Rete dei Laboratori Universitari di Ingegneria Sismica-ReLUIS-Linea 1.1.2. for the research program funded by the Dipartimento della Protezione Civile (2010-2013). en_EN
dc.language Inglés es_ES
dc.publisher Springer es_ES
dc.relation Dipartimento della Protezione Civile es_ES
dc.relation.ispartof Bulletin of Earthquake Engineering es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Lorca earthquake es_ES
dc.subject Infills es_ES
dc.subject Damage states es_ES
dc.subject Nonstructural damage assessment es_ES
dc.subject FAST vulnerability approach es_ES
dc.subject.classification MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS es_ES
dc.title The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1007/s10518-013-9500-1
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 De Luca, F.; Verderame, GM.; Gómez Martínez, F.; Pérez García, AJ. (2014). The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake. Bulletin of Earthquake Engineering. 12(5):1999-2026. doi:10.1007/s10518-013-9500-1 es_ES
dc.description.accrualMethod Senia es_ES
dc.relation.publisherversion http://dx.doi.org/10.1007/s10518-013-9500-1 es_ES
dc.description.upvformatpinicio 1999 es_ES
dc.description.upvformatpfin 2026 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 12 es_ES
dc.description.issue 5 es_ES
dc.relation.senia 294091 es_ES
dc.identifier.eissn 1573-1456


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