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dc.contributor.authorEndo, Yohei
dc.contributor.authorPelà, Luca
dc.contributor.authorRoca Fabregat, Pedro
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-02-02T17:46:34Z
dc.date.available2019-09-01T00:25:57Z
dc.date.issued2016-08
dc.identifier.citationEndo, Y., Pelà, L., Roca, P. Review of different pushover analysis methods applied to masonry buildings and comparison with nonlinear dynamic analysis. "Journal of earthquake engineering", Agost 2016, vol. 21, núm. 8, p. 1-31.
dc.identifier.issn1363-2469
dc.identifier.urihttp://hdl.handle.net/2117/113651
dc.descriptionThis is an Accepted Manuscript of an article published by Taylor & Francis Group in Journal of Earthquake Engineering on 2016, available online at: http://www.tandfonline.com/doi/full/10.1080/13632469.2016.1210055.
dc.description.abstractThis article presents the comparison among different nonlinear seismic analysis methods applied to masonry buildings, i.e., pushover analyses with invariant lateral force distributions, adaptive pushover analysis and nonlinear dynamic analysis. The study focuses on the influence of lateral force distribution on the results of the pushover analysis. Two simple benchmark case studies are considered for the purpose of the research, i.e., a four-wall masonry building prototype without floor rigid diaphragms and a two-wall system with a cross-vault. The comparative study offers a useful review of pushover analysis methods for masonry structures and shows advantages and possible limitations of each approach.
dc.format.extent31 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshMasonry--Testing
dc.subject.otherMasonry
dc.subject.otherHistorical Structure
dc.subject.otherEarthquake
dc.subject.otherNonlinear Static Analysis
dc.subject.otherNonlinear Dynamic Analysis
dc.subject.otherAdaptive Pushover Analysis
dc.subject.otherLateral Force Distribution
dc.subject.otherFEM
dc.titleReview of different pushover analysis methods applied to masonry buildings and comparison with nonlinear dynamic analysis
dc.typeArticle
dc.subject.lemacEstructures de murs
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1080/13632469.2016.1210055
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.tandfonline.com/doi/full/10.1080/13632469.2016.1210055
dc.rights.accessOpen Access
local.identifier.drac19344412
dc.description.versionPostprint (author's final draft)
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO/PN2016-2018/BIA2015-63882-P
local.citation.authorEndo, Y.; Pelà, L.; Roca, P.
local.citation.publicationNameJournal of earthquake engineering
local.citation.volume21
local.citation.number8
local.citation.startingPage1
local.citation.endingPage31


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