Inelastic dynamic analysis of a prestressed reinforced concrete frame

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dc.catalogadoraba
dc.contributor.authorVásquez González, Jorge Andrés
dc.contributor.authorLlera Martín, Juan Carlos de la
dc.contributor.authorRendel, Michael
dc.date.accessioned2025-04-01T16:13:04Z
dc.date.available2025-04-01T16:13:04Z
dc.date.issued2016
dc.description.abstractCustomary Seismic design assumes a reduced design spectrum with a certain ductility level of the structure. Although proven successful, the design method provides little information about the inelastic behavior of a structure, which is expected to be large in severe earthquakes. This study deals with the inelastic dynamic response analysis of a large prestressed building to be constructed in Chile. Because of regularity of the structure, a 2D reinforced concrete frame was modeled using fiber elements regularized with a modified stress-strain constitutive relationship using the software Opensees. Therefore, damage may occur anywhere along the element characterized by variable reinforcing steel and internal forces. Results of the inelastic analysis show that inelastic deformations localize in a few places around the nodes, but the building is able to withstand a maximum credible earthquake demand without collapse.
dc.format.extent5 páginas
dc.fuente.origenORCID
dc.identifier.eisbn9781315641645
dc.identifier.scopusid2-s2.0-85013041581
dc.identifier.urihttps://www.taylorfrancis.com/chapters/mono/10.1201/9781315641645-58/inelastic-dynamic-analysis-prestressed-reinforced-concrete-frame-v%C3%A1squez-de-la-llera-rendel
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/103099
dc.identifier.wosidWOS:000626709400053
dc.information.autorucEcuela de ingeniería; Vásquez González, Jorge Andrés; S/I; 170630
dc.information.autorucEscuela de ingeniería; Llera Martin, Juan Carlos de la; 0000-0002-9064-0938; 53086
dc.language.isoen
dc.lugar.publicacionLondon, England
dc.nota.accesocontenido parcial
dc.pagina.final331
dc.pagina.inicio326
dc.publisherTaylor & Francis Group
dc.relation.ispartofInsights and Innovations in Structural Engineering, Mechanics and Computation
dc.relation.ispartofInternational Conference on Structural Engineering, Mechanics and Computation (Sixth : 2016 : Cape Town, South Africa)
dc.rightsacceso restringido
dc.subject.ddc620
dc.subject.deweyIngenieríaes_ES
dc.subject.ods11 Sustainable cities and communities
dc.subject.odspa11 Ciudades y comunidades sostenibles
dc.titleInelastic dynamic analysis of a prestressed reinforced concrete frame
dc.typecomunicación de congreso
sipa.codpersvinculados170630
sipa.codpersvinculados53086
sipa.trazabilidadORCID;2025-03-03
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