Effect of earthquake directionality on the seismic response of RC wall buildings

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dc.contributor.affiliationArroyo, O., Universidad Industrial de Santander, Bucaramanga, Colombia, Colombian Earthquake Engineering Research Network, CEER, Colombia
dc.contributor.affiliationBonett, R., Universidad de Medellín, Medellín, Colombia, Colombian Earthquake Engineering Research Network, CEER, Colombia
dc.contributor.affiliationFeliciano, D., Universidad Escuela de Ingeniería de Antioquia, Medellín, Colombia, Universidad de La Sabana, Chía, Colombia
dc.contributor.affiliationCarrillo, J., Universidad Militar Nueva Granada, Bogotá, Colombia, Colombian Earthquake Engineering Research Network, CEER, Colombia
dc.contributor.authorArroyo O
dc.contributor.authorBonett R
dc.contributor.authorFeliciano D
dc.contributor.authorCarrillo J.
dc.date.accessioned2025-04-28T22:09:35Z
dc.date.available2025-04-28T22:09:35Z
dc.date.issued2024
dc.descriptionReinforced concrete (RC) wall buildings are widely used for their proven seismic resilience, as evidenced in past earthquakes. To understand their behavior, extensive research has been conducted using both experimental and numerical methods. Despite these efforts, the impact of earthquake directionality on these structures deserves further exploration. Addressing this gap, this paper examines the effects of earthquake directionality on three RC wall buildings. Eleven ground motion records from the far-field suite of the FEMA P695 were selected, rotated, and used to perform incremental dynamic analyses of the three buildings in OpenSeesPy. The buildings seismic performance was evaluated in terms of the roof drift ratio, axial load ratio, and bending moments. Additionally, a novel performance metric, namely the MaxRotEDPpp is introduced to assess the building's response. The results show that the direction of ground motions has a significant impact on engineering demand parameters and in the probability of exceedance for different thresholds, which can double compared to non-rotated ground motions. © 2024 The Authors
dc.identifier.doi10.1016/j.istruc.2024.107773
dc.identifier.instnameinstname:Universidad de Medellínspa
dc.identifier.issn23520124
dc.identifier.reponamereponame:Repositorio Institucional Universidad de Medellínspa
dc.identifier.repourlrepourl:https://repository.udem.edu.co/
dc.identifier.urihttp://hdl.handle.net/11407/8833
dc.language.isoeng
dc.publisherElsevier Ltdspa
dc.publisher.facultyFacultad de Ingenieríasspa
dc.publisher.programIngeniería Civilspa
dc.relation.citationvolume70
dc.relation.isversionofhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85208109300&doi=10.1016%2fj.istruc.2024.107773&partnerID=40&md5=1874ce12765feb2289861abb759f0476
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dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.sourceStructures
dc.sourceStructures
dc.sourceScopus
dc.subjectEarthquake directionality
dc.subjectEarthquake orientation
dc.subjectOpenSeesPy
dc.subjectRC wall buildings
dc.subjectSeismic performance
dc.subjectEarthquake effects
dc.subjectEarthquake engineering
dc.subjectWalls (structural partitions)
dc.subjectEarthquake directionality
dc.subjectEarthquake orientation
dc.subjectExperimental and numerical methods
dc.subjectFar-field
dc.subjectGround-motion
dc.subjectOpenseespy
dc.subjectReinforced concrete wall
dc.subjectReinforced concrete wall building
dc.subjectSeismic Performance
dc.subjectSeismic resilience
dc.subjectSeismic response
dc.subjectEarthquake directionality
dc.subjectEarthquake orientation
dc.subjectOpenSeesPy
dc.subjectRC wall buildings
dc.subjectSeismic performance
dc.titleEffect of earthquake directionality on the seismic response of RC wall buildings
dc.typeArticle
dc.type.localArtículo revisado por paresspa
dc.type.versioninfo:eu-repo/semantics/publishedVersion

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