Mostra el registre d'ítem simple
Seismic safety assessment of historical structures using updated numerical models: the case of Mallorca cathedral in Spain
dc.contributor.author | Elyamani, Ahmed |
dc.contributor.author | Roca Fabregat, Pedro |
dc.contributor.author | Caselles Magallón, Josep Oriol |
dc.contributor.author | Clapés Boixader, Jaime |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental |
dc.coverage.spatial | east=2.6482994; north=39.56742510000001; name=Catedral, Palma, Illes Balears, Espanya |
dc.date.accessioned | 2017-02-14T13:59:25Z |
dc.date.available | 2019-05-01T00:30:36Z |
dc.date.issued | 2017-04 |
dc.identifier.citation | Elyamani, A., Roca, P., Caselles, J., Clapés, J. Seismic safety assessment of historical structures using updated numerical models: the case of Mallorca cathedral in Spain. "Engineering failure analysis", Abril 2017, vol. 74, p. 54-79. |
dc.identifier.issn | 1350-6307 |
dc.identifier.uri | http://hdl.handle.net/2117/100988 |
dc.description.abstract | The paper presents an integrated approach aimed at assessing the seismic safety of Mallorca cathedral. This cathedral is an extraordinary historical construction dating back to the middle-ages. The experimental modal parameters of the cathedral were identified using Ambient Vibration Testing (AVT). The cathedral numerical model was updated using the identified modal parameters. This updated model was then used to study the seismic response of the cathedral using non-linear static (pushover) analysis. A sensitively analysis was carried out to reveal the dependency of the seismic capacity on the input materials properties. To assess the seismic performance and the safety of the cathedral, the N2 method was employed. It was found that the cathedral is safe when subjected to the earthquakes expected in Mallorca Island. |
dc.format.extent | 26 p. |
dc.language.iso | eng |
dc.publisher | Elsevier |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/es/ |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures |
dc.subject.lcsh | Catedral de Mallorca |
dc.subject.lcsh | Cathedrals--Spain--Palma de Mallorca |
dc.subject.lcsh | Historic buildings--Earthquake effects--Spain |
dc.subject.other | Seismic assessment |
dc.subject.other | Dynamic identification |
dc.subject.other | Model updating |
dc.subject.other | Pushover analysis |
dc.subject.other | N2 method |
dc.title | Seismic safety assessment of historical structures using updated numerical models: the case of Mallorca cathedral in Spain |
dc.type | Article |
dc.subject.lemac | Catedral de Mallorca -- Sismologia |
dc.contributor.group | Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials |
dc.contributor.group | Universitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica |
dc.identifier.doi | 10.1016/j.engfailanal.2016.12.017 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | http://www.sciencedirect.com/science/article/pii/S1350630716307567 |
dc.rights.access | Open Access |
local.identifier.drac | 19671441 |
dc.description.version | Postprint (author's final draft) |
local.citation.author | Elyamani, A.; Roca, P.; Caselles, J.; Clapés, J. |
local.citation.publicationName | Engineering failure analysis |
local.citation.volume | 74 |
local.citation.startingPage | 54 |
local.citation.endingPage | 79 |
Fitxers d'aquest items
Aquest ítem apareix a les col·leccions següents
-
Articles de revista [132]
-
Articles de revista [3.002]
-
Articles de revista [360]