A simplified model for the analysis of free plan buildings using a wide-column model

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dc.catalogadoryvc
dc.contributor.authorEncina Muñoz, Javier Andrés
dc.contributor.authorLlera Martin, Juan Carlos de la
dc.date.accessioned2023-01-31T19:07:11Z
dc.date.available2023-01-31T19:07:11Z
dc.date.issued2013
dc.description.abstractIn early stages of the design of a free-plan building different structural layouts should be evaluated to achieve a satisfactory level of seismic performance. However, the urgency of initial stage decisions needed by architects and developers makes the use of complex 3D structural models impractical. For this reason, a tool that can evaluate with acceptable accuracy the expected seismic performance of these configurations is necessary. This paper introduces a simplified building model that includes the flexural contribution of the slabs, and models the shear wall cores using a wide column analogy that includes warping effects. The model introduces kinematic constraints to account for the interaction between walls and slabs. Comparison of modal and response-histories with those given by a 3D finite element model shows that the proposed model has good accuracy, leading to errors usually less than 15%. Finally, the model has been devised to include other shear-wall structural configurations, energy dissipation systems, and the inelastic behavior of walls. (C) 2013 Elsevier Ltd.. All rights reserved.
dc.description.funderChilean Fund for Scientific and Technological Development (FONDECYT)
dc.description.funderFONDAP
dc.description.funderWeir Minerals Vulco
dc.fechaingreso.objetodigital2023-01-31
dc.format.extent11 páginas
dc.fuente.origenWOS
dc.identifier.doi10.1016/j.engstruct.2013.05.016
dc.identifier.eissn1873-7323
dc.identifier.issn0141-0296
dc.identifier.urihttps://doi.org/10.1016/j.engstruct.2013.05.016
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/66487
dc.identifier.wosidWOS:000329959600064
dc.information.autorucESCUELA DE INGENIERÍA;ENCINA MUÑOZ, JAVIER ANDRÉS;141113
dc.information.autorucESCUELA DE INGENIERÍA;LLERA MARTIN, JUAN CARLOS DE LA;0000-0002-9064-0938;53086
dc.language.isoen
dc.nota.accesoContenido parcial
dc.pagina.final748
dc.pagina.inicio738
dc.publisherELSEVIER SCI LTD
dc.revistaENGINEERING STRUCTURES
dc.rightsacceso restringido
dc.subjectFree plan buildings
dc.subjectFlexural stiffness of slab
dc.subjectWide column analogy
dc.subjectKinematic constraints
dc.subjectVIBRATION
dc.subjectCORES
dc.subject.ddc551.22
dc.subject.deweyCiencias de la tierraes_ES
dc.subject.ods11 Sustainable Cities and Communities
dc.subject.odspa11 Ciudades y comunidades sostenibles
dc.titleA simplified model for the analysis of free plan buildings using a wide-column model
dc.typeartículo
dc.volumen56
sipa.codpersvinculados53086
sipa.codpersvinculados141113
sipa.indexWoS
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