Evaluación del desempeño sísmico de estructuras de acero que emplean dispositivos de disipación de energía tipo mariposa en diafragmas de sección compuesta

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dc.contributor.advisorPadilla Llanos, David Alberto
dc.contributor.advisorMolina Villegas, Juan Camilo
dc.contributor.authorAcevedo Mejía, Dorian Augusto
dc.contributor.cvlachttps://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000185584spa
dc.contributor.orcidAcevedo Mejía, Dorian Augusto [0000-0001-6699-3058]spa
dc.contributor.orcidMolina Villegas, Juan Camilo [0000-0001-9546-2299]spa
dc.contributor.researchgatehttps://www.researchgate.net/profile/Dorian-Acevedo-Mejiaspa
dc.date.accessioned2023-01-24T14:44:36Z
dc.date.available2023-01-24T14:44:36Z
dc.date.issued2020
dc.descriptionilustraciones, diagramasspa
dc.description.abstractEn este proyecto se analizan los beneficios del comportamiento sísmico en estructuras de acero conectando los sistemas de resistencia a la fuerza lateral vertical con los diafragmas a través de disipadores de energía en forma de mariposa. Para ello, se llevaron a cabo análisis sobre diferentes configuraciones estructurales, comparando la simulación de elementos finitos con estructuras diseñadas con sistemas convencionales de resistencia a la fuerza lateral ("pórticos arriostrados concéntricamente" como arriostramiento X, arriostramiento en V y arriostramiento en V invertido) de acuerdo con la ASCE7 -16. Con el fin de ampliar el conocimiento para los ingenieros estructurales e investigadores del comportamiento sísmico de las estructuras de acero que utilizan elementos de disipación de energía en sus diafragmas, se generará un ejemplo de aplicación para servir como guía de análisis no lineal y además, mostrar los beneficios con respecto a la reducción del cortante basal, derivas, aceleraciones en los diafragmas y tensiones en los elementos estructurales que podrían conducir a una reducción del peso de la estructura y, en consecuencia, tener beneficios económicos. (Texto tomado de la fuente)spa
dc.description.abstractThe main objective of this project is to explore the benefits of the seismic behavior on steel structures by connecting the vertical lateral force resistance systems with the diaphragms through butterfly shaped energy dissipators. For this, studies on different structural configurations, will be carried out, comparing finite element simulation against structures designed with conventional lateral force resistance systems (“Special Concentrically braced frames” such as X bracing, V bracing and inverted V bracing) according to the ASCE7-16. In order to extend the knowledge to structural engineers and researchers of the seismic behavior of the steel structures using energy dissipation elements in their diaphragms, an application example will be generated to serve as an analysis guide and to show the benefits regarding the reduction of the basal shear, drifts, accelerations in the diaphragms, and stresses in the structural elements which would potentially lead to a reduction of the weight of the structure and consequently to have economic benefits.eng
dc.description.curricularareaÁrea Curricular de Ingeniería Civilspa
dc.description.degreelevelMaestríaspa
dc.description.degreenameMagíster en Ingeniería - Estructurasspa
dc.description.researchareaEstructuras de Acero- Comportamiento No-Lineal-Control Estructuralspa
dc.format.extentxvi, 99 páginasspa
dc.format.mimetypeapplication/pdfspa
dc.identifier.instnameUniversidad Nacional de Colombiaspa
dc.identifier.reponameRepositorio Institucional Universidad Nacional de Colombiaspa
dc.identifier.repourlhttps://repositorio.unal.edu.co/spa
dc.identifier.urihttps://repositorio.unal.edu.co/handle/unal/83085
dc.language.isospaspa
dc.publisher.branchUniversidad Nacional de Colombia - Sede Medellínspa
dc.publisher.facultyFacultad de Minasspa
dc.publisher.placeMedellín, Colombiaspa
dc.publisher.programMedellín - Minas - Maestría en Ingeniería - Estructurasspa
dc.relation.indexedRedColspa
dc.relation.indexedLaReferenciaspa
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dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.licenseAtribución-CompartirIgual 4.0 Internacionalspa
dc.rights.urihttp://creativecommons.org/licenses/by-sa/4.0/spa
dc.subject.ddc620 - Ingeniería y operaciones afines::624 - Ingeniería civilspa
dc.subject.ddc690 - Construcción de edificios::693 - Construcción en tipos específicos de materiales y propósitos específicosspa
dc.subject.lembEstructuras de acerospa
dc.subject.lembBuilding iron and steeleng
dc.subject.proposalSistema estructural autocentrantespa
dc.subject.proposalDisipación de energíaspa
dc.subject.proposalAnálisis no linealspa
dc.subject.proposalDiafragmaspa
dc.subject.proposalFusibles mariposaspa
dc.subject.proposalSelf-centering structural systemeng
dc.subject.proposalEnergy dissipationeng
dc.subject.proposalNonlinear analysiseng
dc.subject.proposalDiaphragmeng
dc.subject.proposalButterfly fuseseng
dc.titleEvaluación del desempeño sísmico de estructuras de acero que emplean dispositivos de disipación de energía tipo mariposa en diafragmas de sección compuestaspa
dc.title.translatedSeismic performance evaluation of steel structures that use butterfly-type energy dissipation devices in composite section diaphragmseng
dc.typeTrabajo de grado - Maestríaspa
dc.type.coarhttp://purl.org/coar/resource_type/c_bdccspa
dc.type.coarversionhttp://purl.org/coar/version/c_ab4af688f83e57aaspa
dc.type.contentTextspa
dc.type.driverinfo:eu-repo/semantics/masterThesisspa
dc.type.redcolhttp://purl.org/redcol/resource_type/TMspa
dc.type.versioninfo:eu-repo/semantics/acceptedVersionspa
dcterms.audience.professionaldevelopmentEstudiantesspa
dcterms.audience.professionaldevelopmentInvestigadoresspa
dcterms.audience.professionaldevelopmentMaestrosspa
dcterms.audience.professionaldevelopmentPúblico generalspa
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2spa

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