Collapse risk assessment of a Chilean dual wall-frame reinforced concrete office building.

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dc.contributor.authorAraya Letelier, Gerardo Andrés
dc.contributor.authorLópez-García González, Diego
dc.contributor.authorGarcía, Andrés
dc.contributor.authorParra, Pablo Fernando
dc.contributor.authorCandía, G.
dc.contributor.authorLagos, René
dc.date.accessioned2019-08-06T21:10:24Z
dc.date.available2019-08-06T21:10:24Z
dc.date.issued2019
dc.date.updated2019-08-02T22:15:40Z
dc.fuente.origenORCID
dc.identifier.doi10.1016/j.engstruct.2019.01.006
dc.identifier.issn0141-0296
dc.identifier.urihttps://doi.org/10.1016/j.engstruct.2019.01.006
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/23627
dc.nota.accesoContenido parcial
dc.pagina.final779
dc.pagina.inicio770
dc.relation.isformatofEngineering Structures, vol. 183 (mar. 2019), pp. 770-779.
dc.revistaEngineering Structureses_ES
dc.rightsacceso restringido
dc.subjectCollapse assessmentes_ES
dc.subjectChilean code-conforming buildinges_ES
dc.subjectIncremental dynamic analyseses_ES
dc.subjectSeismic hazard modelses_ES
dc.subject.ddc620
dc.subject.deweyIngenieríaes_ES
dc.titleCollapse risk assessment of a Chilean dual wall-frame reinforced concrete office building.es_ES
dc.typeartículo
dc.volumenVol. 183
sipa.codpersvinculados124980
sipa.codpersvinculados1004185
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