1. Universidad Antonio Nariño
  2. Trabajos de grado
  3. Pregrado
  4. Ingeniería civil
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dc.contributor.advisorOsorio Bustamante, Edison-
dc.creatorMeneses Real, Hernán David-
dc.creatorPatarroyo Querales, Laura Alejandra-
dc.date.accessioned2021-03-01T21:36:46Z-
dc.date.available2021-03-01T21:36:46Z-
dc.date.created2020-07-05-
dc.identifier.urihttp://repositorio.uan.edu.co/handle/123456789/2134-
dc.descriptionPropiaes_ES
dc.description.abstractCurrently cities such as Bogotá and Neiva have had a vehicular growth due to population and industrial development, where the infrastructure of the bridges daily supports loads such as the weight of cars, buses, trucks, dump trucks, etc., in addition to natural phenomena such as heat And the water. Taking into account that heat is transferred through convection, conduction and radiation, a photographic record was made with the help of the camera ends Flir One Pro and a numerical balance with the equations of the heat transfer methods, to finally compare the upper and lower temperatures present in the plate of the bridges made by both methods, understanding the affectations suffered by the structure due to heat, wind and other factors present in the environment, these final results are compared with what is established in the standard CCP-14 to verify if the conditions presented by the bridges comply with the provisions of the standard.es_ES
dc.description.tableofcontentsActualmente las ciudades como Bogotá y Neiva han tenido un crecimiento vehicular debido al desarrollo poblacional e industrial, donde la infraestructura de los puentes soporta diariamente cargas como el peso de los automóviles, buses, camiones, volquetas, etc., adicionalmente fenómenos naturales como el calor y el agua. Teniendo en cuenta que el calor se transfiere por medio de la convección, conducción y radiación, se realizó un registro fotográfico con ayuda de la cámara termina Flir One Pro y un balance numérico con las ecuaciones de los métodos de transferencia de calor, para así finalmente comparar las temperaturas superiores e inferiores presentes en la placa de los puentes realizados por ambos métodos, comprendiendo las afectaciones que sufre la estructura por el calor, el viento y otros factores presentes en el ambiente, estos resultados finales se comparan con lo establecido en la norma CCP-14 para verificar si las condiciones que presentan los puentes cumplen con lo establecido en la norma.es_ES
dc.language.isospaes_ES
dc.publisherUniversidad Antonio Nariñoes_ES
dc.rightsAtribución-SinDerivadas 3.0 Estados Unidos de América*
dc.rightsAtribución-SinDerivadas 3.0 Estados Unidos de América*
dc.rights.urihttp://creativecommons.org/licenses/by-nd/3.0/us/*
dc.sourceinstname:Universidad Antonio Nariñoes_ES
dc.sourcereponame:Repositorio Institucional UANes_ES
dc.sourceinstname:Universidad Antonio Nariñoes_ES
dc.sourcereponame:Repositorio Institucional UANes_ES
dc.subjectConvecciónes_ES
dc.subjectConducciónes_ES
dc.subjectRadiaciónes_ES
dc.subjectTemperaturaes_ES
dc.subjectTransferencia de calores_ES
dc.subjectModelación numéricaes_ES
dc.subjectPuenteses_ES
dc.titleTemperatura superficial in situ en el puente vehicular de la Avenida Américas con Avenida Boyacá (Bogotá) y en el puente Intercambiador vial el Tizón (Neiva)es_ES
dc.publisher.programIngeniería Civiles_ES
dc.rights.accesRightsopenAccesses_ES
dc.subject.keywordConvectiones_ES
dc.subject.keywordConductiones_ES
dc.subject.keywordRadiationes_ES
dc.subject.keywordTemperaturees_ES
dc.subject.keywordHeat transferes_ES
dc.subject.keywordNumerical modelinges_ES
dc.subject.keywordBridgees_ES
dc.type.spaTrabajo de grado (Pregrado y/o Especialización)es_ES
dc.type.hasVersioninfo:eu-repo/semantics/acceptedVersiones_ES
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dc.description.degreenameIngeniero(a) Civiles_ES
dc.description.degreelevelPregradoes_ES
dc.publisher.facultyFacultad de Ingeniería Civiles_ES
dc.description.notesPresenciales_ES
dc.publisher.campusBogotá - Sur-
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