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dc.rights.licenseAtribución-NoComercial 4.0 Internacional
dc.contributor.authorUrrego, Hector
dc.contributor.authorBonett, Ricardo L.
dc.date.accessioned2019-06-28T01:50:52Z
dc.date.available2019-06-28T01:50:52Z
dc.date.issued2010
dc.identifier.urihttps://repositorio.unal.edu.co/handle/unal/37580
dc.description.abstractIn displacement-based design methods some demand considerations, starting from the first mode of vibration, are usually made. However, some authors have called the attention on the importance of taking the higher modes into account, due to their influence in the distribution and demand of both, moments and shears along the vertical elements, with significant effects. In this work, the method presented allows to consider, in a practical way, the effect of the higher modes on the seismic response of a structure. The proposal to achieve it, is a simplified model of Three Degree of-Fredom developed from a mass concentration of four points equally distant along the building height. This method corresponds to an iterative process, in which the analysis and design procedures are carried out simultaneously, thus, avoiding considerations or suppositions on resistance and ductility values. This method has been applied to the structural walls of a 15-storey building. The results obtained show the efficiency of the method in terms of the proposed objectives achievement and the fast converging of the iterative process involved. The effect of the higher modes is extremely noticeable in the distribution of shear stresses and the use of an initial pre-dimensioning involving the reinforcement, allows consistency between the analysis and the structural design.
dc.format.mimetypeapplication/pdf
dc.language.isospa
dc.publisherUniversidad Nacional de Colombia Sede Medellín
dc.relationhttp://revistas.unal.edu.co/index.php/dyna/article/view/25533
dc.relation.ispartofUniversidad Nacional de Colombia Revistas electrónicas UN Dyna
dc.relation.ispartofDyna
dc.relation.ispartofseriesDyna; Vol. 77, núm. 163 (2010); 13-25 DYNA; Vol. 77, núm. 163 (2010); 13-25 2346-2183 0012-7353
dc.rightsDerechos reservados - Universidad Nacional de Colombia
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/
dc.titleA displacement-based design method for medium-rise reinforced concrete walls
dc.typeArtículo de revista
dc.type.driverinfo:eu-repo/semantics/article
dc.type.versioninfo:eu-repo/semantics/publishedVersion
dc.identifier.eprintshttp://bdigital.unal.edu.co/27664/
dc.relation.referencesUrrego, Hector and Bonett, Ricardo L. (2010) A displacement-based design method for medium-rise reinforced concrete walls. Dyna; Vol. 77, núm. 163 (2010); 13-25 DYNA; Vol. 77, núm. 163 (2010); 13-25 2346-2183 0012-7353 .
dc.rights.accessrightsinfo:eu-repo/semantics/openAccess
dc.subject.proposalDisplacement-Based Design Method
dc.subject.proposaldisplacement ductility demand and capacity
dc.subject.proposalstructural walls
dc.subject.proposalreinforced concrete buildings.
dc.type.coarhttp://purl.org/coar/resource_type/c_6501
dc.type.coarversionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.contentText
dc.type.redcolhttp://purl.org/redcol/resource_type/ART
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2


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Atribución-NoComercial 4.0 InternacionalThis work is licensed under a Creative Commons Reconocimiento-NoComercial 4.0.This document has been deposited by the author (s) under the following certificate of deposit