dc.creatorRivera A.M.M.
dc.date.accessioned2020-03-26T16:33:00Z
dc.date.accessioned2022-09-28T20:20:02Z
dc.date.available2020-03-26T16:33:00Z
dc.date.available2022-09-28T20:20:02Z
dc.date.created2020-03-26T16:33:00Z
dc.date.issued2009
dc.identifier11th Americas Conference on Wind Engineering
dc.identifierhttps://hdl.handle.net/20.500.12585/9124
dc.identifierUniversidad Tecnológica de Bolívar
dc.identifierRepositorio UTB
dc.identifier57209573308
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/3725797
dc.description.abstractThe level of risk caused by forces of the nature could be reduced with an appropriate intervention of vulnerability, since such threats cannot be reduced. One of the alternatives to reduce the structural vulnerability of buildings is provide elements, such as bracing, to improve their behavior when they are subjected to forces arising from these threats. The reduction of vulnerability in buildings type warehouse is achieved with elements that help to absorb horizontal forces acting on it, such as bracing and wind bracing. Due to the limited information about the better way to distribute these elements to reach a good configuration of the structure, we present this document, where we will analyze different distributions for the bracing that provides the best cost-benefit.
dc.languageeng
dc.relationSan Juan
dc.relation22 June 2009 through 26 June 2009
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rightsinfo:eu-repo/semantics/restrictedAccess
dc.rightsAtribución-NoComercial 4.0 Internacional
dc.sourcehttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84862101254&partnerID=40&md5=a1c88c5e43c02f1199e298c963fc09f4
dc.source11th Americas Conference on Wind Engineering
dc.titleBracing alternatives in tapered frames under wind loads


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