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dc.rights.licenseAtribución-SinDerivadas 4.0 Internacional
dc.contributor.advisorGarza Vasquez, Luis
dc.contributor.advisorGómez, Juan David
dc.contributor.authorAriza Rodríguez, Jadehr Francisco
dc.date.accessioned2020-03-05T16:38:42Z
dc.date.available2020-03-05T16:38:42Z
dc.date.issued2019-03-04
dc.identifier.urihttps://repositorio.unal.edu.co/handle/unal/75876
dc.description.abstractIn the structural design of a building in a fire condition, two methodologies can be used: prescriptive and analytical. Because the prescriptive design is too expensive and unreliable for the passive protection of steel structures, this paper presents an analytical and rational methodology, based on the risk of fire occurrence, according to the methods proposed in the Eurocode and in American regulations for dissemination purposes and in order to facilitate its understanding and implementation in structural design
dc.description.abstractEn el diseño estructural de una edificación en condición de incendio se pueden usar dos metodologías: la prescriptiva y la analítica. En virtud de que el diseño prescriptivo resulta demasiado oneroso y poco confiable para la protección pasiva de estructuras de acero, en este trabajo se presenta una metodología analítica y racional, basada en el riesgo de ocurrencia de incendio, de acuerdo a los métodos planteados en el Eurocódigo y en la normativa americana con fines de difusión y con el objeto de facilitar su comprensión e implementación en el diseño estructural
dc.format.mimetypeapplication/pdf
dc.language.isospa
dc.rightsDerechos reservados - Universidad Nacional de Colombia
dc.rights.urihttp://creativecommons.org/licenses/by-nd/4.0/
dc.subject.ddc690 - Construcción de edificios::691 - Materiales de construcción
dc.titleUso de métodos analíticos en el diseño estructural de una edificación de acero de uso mixto en situación de incendio
dc.typeDocumento de trabajo
dc.rights.spaAcceso abierto
dc.description.additionalMagister en Ingeniería - Estructuras
dc.type.driverinfo:eu-repo/semantics/workingPaper
dc.type.versioninfo:eu-repo/semantics/acceptedVersion
dc.description.degreelevelMaestría
dc.publisher.departmentDepartamento de Ingeniería Civil
dc.publisher.branchUniversidad Nacional de Colombia - Sede Medellín
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dc.relation.referencesEN1991-1-2. (2004). Eurocode 1: Actions on structures-Part 1-2:General actions-Actions on structures exposed to fire. Brussels: CEN (European Committee for Standardization).
dc.relation.referencesEN1993-1-2. (2005). Eurocode 3: Design of steel Structures-Part 1-2:Structural fire design. Brussels: CEN (European Committee for Standardization).
dc.relation.referencesEN1994-1-1. (2004). Eurocode 4: Design of composite steel and concrete structures-Part 1-1:General rules and rules for buildings. Brussels, Belgium: CEN (European Committee for Standardization).
dc.relation.referencesEN1994-1-2. (2005). Eurocode 4: Design of composite steel and concrete structures-Part 1-1:General rules and rules for buildings. Brussels: CEN (European Committee for Standardization).
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dc.relation.referencesASCE,SFPE, S. (2005). ASCE 29-05 Standard Calculation Methods for Structural Fire Protection.
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dc.relation.referencesFranssen, J. M., & Real, P. V. (2015). (ECCS Eurocode design manuals) Franssen, Jean-Marc_ Real, Paulo Vila - Fire design of steel structures_ Eurocode 1_ actions on structures, part 1-2_ General actions - Actions on structures exposed to .pdf (ECCS (ed.); 2da ed.).
dc.relation.referencesGonzalez, F. and Lange, J. (2009). Behaviour of High Strength Grade 10.9 Bolts Under Fire Conditions,. Proceedings, Application of Structural Fire Design, February, 19–20.
dc.relation.referencesNSR-10. (2010). Reglamento Colombiano De Construcción Sismo Resistente Título F — Estructuras Metálicas. 530–827.
dc.relation.referencesTakagi, J., & Deierlein, G. G. (2007). Strength design criteria for steel members at elevated temperatures. Journal of Constructional Steel Research, 63(8), 1036–1050. https://doi.org/10.1016/j.jcsr.2006.10.005
dc.relation.referencesTorres, F. (2017). Estado del arte en colombia del diseño estructural para condiciones de incendio bajo el reglamento colombiano de construcciones sismo resistentes – nsr10, antecedentes y precedentes. Escuela Colombiana de Ingeniería Julio Garavito.
dc.relation.referencesVassart, O., Zhao, B., Cajot, L. ., Robert, F., Meyer, U., & Frangi, A. (2014). Eurocodes : Background & Applications Structural Fire Design. In JRC Science and policy reports. https://doi.org/10.2788/85432
dc.rights.accessrightsinfo:eu-repo/semantics/openAccess
dc.subject.proposalAnálisis de estructuras
dc.subject.proposalCurvas paramétricas de temperatura
dc.subject.proposalAnálisis prescriptivo
dc.subject.proposalNSR-10(2010)
dc.type.coarhttp://purl.org/coar/resource_type/c_8042
dc.type.coarversionhttp://purl.org/coar/version/c_ab4af688f83e57aa
dc.type.contentText
dc.type.redcolhttp://purl.org/redcol/resource_type/WP
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2


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Atribución-SinDerivadas 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