Seismic assessment of irregular masonry macro-elements through a nonlinear framed model : a case study

dc.creatorTorres, W.
dc.creatorAlmazán Campillay, José Luis
dc.creatorSandoval Mandujano, Cristián
dc.creatorBoroschek, R.
dc.date.accessioned2020-10-28T14:12:05Z
dc.date.available2020-10-28T14:12:05Z
dc.date.created2020-10-28T14:12:05Z
dc.date.issued2019
dc.identifier10.1007/s10518-019-00657-6
dc.identifier1570-761X
dc.identifierhttps://doi.org/10.1007/s10518-019-00657-6
dc.identifierhttps://repositorio.uc.cl/handle/11534/48128
dc.languageen
dc.subjectHeritage constructions
dc.subjectSeismic performance
dc.subjectBar-type elements
dc.subjectMacro-element modelling
dc.subjectNon-linear analysis
dc.subjectMasonry building
dc.titleSeismic assessment of irregular masonry macro-elements through a nonlinear framed model : a case study
dc.typeartículo


Este ítem pertenece a la siguiente institución