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dc.contributor.authorEndo, Yohei
dc.contributor.authorPelà, Luca
dc.contributor.authorRoca Fabregat, Pedro
dc.contributor.authorda Porto, F.
dc.contributor.authorModena, C.
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2015-12-23T19:28:44Z
dc.date.available2017-01-03T01:30:45Z
dc.date.issued2015-07
dc.identifier.citationEndo, Y., Pela, L., Roca, P., da Porto, F., Modena, C. Comparison of seismic analysis methods applied to a historical church struck by 2009 L’Aquila earthquake. "Bulletin of earthquake engineering", Juliol 2015, vol. 13, núm. 12, p. 3749-3778.
dc.identifier.issn1570-761X
dc.identifier.urihttp://hdl.handle.net/2117/81094
dc.descriptionThe final publication is available at Springer via http://dx.doi.org/10.1007/s10518-015-9796-0
dc.description.abstractThis paper presents the seismic assessment of a historical church by means of different analysis methods. The church of San Marco, seriously damaged by 2009 L’Aquila earthquake, Italy, is chosen as case-study. The analysis tools adopted and compared are linear and non-linear kinematic analysis, FEM pushover analysis and FEM nonlinear dynamic analysis. The different methods are evaluated regarding their ability to predict the damage and collapse mechanisms actually caused by the earthquake. The accelerograms of the main shock of the 6th April 2009 L’Aquila earthquake are considered for nonlinear dynamic analysis. The influence of relevant construction features, as original disconnection between parts or RC additions, is analysed into detail. Limit analysis is carried out to understand some of the critical collapse mechanisms which are not clearly revealed by FE analysis. The comparison of the analysis methods indicates advantages and limitations of each approach.
dc.format.extent30 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subject.lcshL'Aquila Earthquake, Italy, 2009
dc.subject.lcshEarthquake hazard analysis--Italy--L'Aquila
dc.subject.otherMasonry
dc.subject.otherPushover analysis
dc.subject.otherNonlinear dynamic analysis
dc.subject.otherLimit analysis
dc.subject.otherDamage assessment
dc.subject.otherCollapse mechanism
dc.titleComparison of seismic analysis methods applied to a historical church struck by 2009 L’Aquila earthquake
dc.typeArticle
dc.subject.lemacSan Marco (Església : L'Aquila, Itàlia) -- Conservació i restauració
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1007/s10518-015-9796-0
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://link.springer.com/article/10.1007/s10518-015-9796-0
dc.rights.accessOpen Access
drac.iddocument16826074
dc.description.versionPostprint (published version)
upcommons.citation.authorEndo, Y., Pela, L., Roca, P., da Porto, F., Modena, C.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameBulletin of earthquake engineering
upcommons.citation.volume13
upcommons.citation.number12
upcommons.citation.startingPage3749
upcommons.citation.endingPage3778


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