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dc.contributor.authorDíaz Carrasco, Sergio
dc.contributor.authorPinzón, Luis A.
dc.contributor.authorPujades Beneit, Lluís
dc.contributor.authorVargas Alzate, Yeudy Felipe
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2019-05-02T13:09:25Z
dc.date.available2019-05-02T13:09:25Z
dc.date.issued2018-12
dc.identifier.citationDíaz, S. [et al.]. An alternative approach to consider the effect of seismic directionality. "Revista de ingeniería de construcción", Desembre 2018, vol. 33, núm. 3, p. 279-290.
dc.identifier.issn0718-5073
dc.identifier.urihttp://hdl.handle.net/2117/132535
dc.description.abstractRecent researches have proven the importance of considering the seismic directionality effect. The performance of buildings subjected to earthquakes depends on its orientation respect to the seismic actions applied. This type of calculation is computed using the nonlinear dynamic analysis (NLDA) and rotating the acceleration horizontal components onto all non-redundant angles, which entails a high computational cost. This paper presents an alternative approach to consider the directionality effect. The method is based on the nonlinear static analysis (NLSA) and on the energy balance between the capacity curves and the response spectra of the rotated seismic actions. This approach was applied to a 4-story steel frame building 3D-model with ground motions records from Mexico City. A high variability in the building performance is observed due to the incidence angle of the seismic action; the proposed method would allow considering this variation in the structural analysis, in an easy way, demanding less calculation time and providing results compatible with those obtained through the NLDA.
dc.format.extent12 p.
dc.language.isoeng
dc.publisherPontificia Universidad Católica de Chile
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subject.lcshBuildings -- Earthquake effects
dc.subject.otherdirectionality effect
dc.subject.othernonlinear static analysis
dc.subject.othercapacity curve
dc.subject.otherresponse spectrum
dc.subject.otherseismic performance
dc.titleAn alternative approach to consider the effect of seismic directionality
dc.title.alternativeUn enfoque alternativo para tomar en cuenta el efecto de la direccionalidad sísmica
dc.typeArticle
dc.subject.lemacEdificis -- Efecte dels terratrèmols
dc.contributor.groupUniversitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica
dc.identifier.doi10.4067/S0718-50732018000300279
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://scielo.conicyt.cl/scielo.php?script=sci_abstract&pid=S0718-50732018000300279&lng=es&nrm=iso&tlng=en
dc.rights.accessOpen Access
drac.iddocument24251433
dc.description.versionPostprint (published version)
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO/1PE/BIA2014-59467-R
dc.relation.projectidinfo:eu-repo/grantAgreement/MICINN/6PN/CGL2011-23621
upcommons.citation.authorDíaz, S.; Pinzón, L.; Pujades, L.G.; Vargas, Y.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameRevista de ingeniería de construcción
upcommons.citation.volume33
upcommons.citation.number3
upcommons.citation.startingPage279
upcommons.citation.endingPage290


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