Potential damage and losses in a repeat of the 1910 Adra (Southern Spain) earthquake

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dc.contributorGrupo de Ingeniería y Riesgo Sísmico (GIRS)es_ES
dc.contributor.authorMolina-Palacios, Sergio-
dc.contributor.authorNavarro Bernal, Manuel-
dc.contributor.authorMartínez-Pagan, Pedro-
dc.contributor.authorPérez-Cuevas, Jaruselsky-
dc.contributor.authorVidal, Francisco-
dc.contributor.authorNavarro, Daniel-
dc.contributor.authorAgea-Medina, Noelia-
dc.contributor.otherUniversidad de Alicante. Departamento de Ciencias de la Tierra y del Medio Ambientees_ES
dc.contributor.otherUniversidad de Alicante. Instituto Multidisciplinar para el Estudio del Medio "Ramón Margalef"es_ES
dc.date.accessioned2018-06-04T12:05:29Z-
dc.date.available2018-06-04T12:05:29Z-
dc.date.issued2018-07-
dc.identifier.citationNatural Hazards. 2018, 92(3): 1547-1571. doi:10.1007/s11069-018-3263-6es_ES
dc.identifier.issn0921-030X (Print)-
dc.identifier.issn1573-0840 (Online)-
dc.identifier.urihttp://hdl.handle.net/10045/76219-
dc.description.abstractThe town of Adra (Almeria Province, South-Eastern Spain) has been seriously affected by historical damaging earthquakes in 1487, 1522, two in 1804 and in 1910 with epicentres offshore in the Alboran Sea that reached onshore an estimated maximum intensity of VIII, IX, VIII, VIII–IX and VII–VIII, respectively. Additionally, in the instrumental period, several seismic series near the city affected it with moderate structural damages like the recent one of 1993–1994, when two main earthquakes of magnitude 5.0 and 4.9 cause serious damage in mid-rise reinforced concrete buildings sited on soft soils. Consequently, the town can be affected by moderate to destructive earthquakes, so this paper provides an initial assessment of the potential impact and the consequences (in terms of structural damage, economic and human losses) if the 1910 Adra earthquake hit the city again. The results point out that buildings damage are mainly concentrated in the soft soils areas of the city and that the non-engineered buildings, especially the oldest one, have the highest vulnerability, and therefore, the structural damage is higher, while seismically designed structures show a better behaviour showing less damage. Additionally, mid- and high-rise buildings have more extensive damage than low-rise buildings. Besides, the reinforced concrete buildings with waffled-slab floors, built previously to the first Spanish seismic code (NCSE-94), show, also, important damage. In summary, we have obtained that 474 ± 160 and 973 ± 78 buildings will be affected by complete and extensive damage, respectively, that is around 40% of the buildings in the city.es_ES
dc.description.sponsorshipThe authors wish to acknowledge the support of the Spanish research Projects CGL2011-30187-C02-02, BEST/2012/173, CGL2016-77688-R (AEI/FEDER,UE) and AICO/2016/098.es_ES
dc.languageenges_ES
dc.publisherSpringer Science+Business Media B.V.es_ES
dc.rights© Springer Science+Business Media B.V., part of Springer Nature 2018es_ES
dc.subjectEarthquake loss estimationes_ES
dc.subjectSeismic microzonationes_ES
dc.subjectAnalytical methodses_ES
dc.subjectAdra 1910 earthquakees_ES
dc.subjectSELENAes_ES
dc.subject.otherFísica de la Tierraes_ES
dc.titlePotential damage and losses in a repeat of the 1910 Adra (Southern Spain) earthquakees_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.peerreviewedsies_ES
dc.identifier.doi10.1007/s11069-018-3263-6-
dc.relation.publisherversionhttps://doi.org/10.1007/s11069-018-3263-6es_ES
dc.rights.accessRightsinfo:eu-repo/semantics/restrictedAccesses_ES
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