dc.contributorBarreto, Walter Mauricio
dc.contributorhttps://orcid.org/0000-0001-6150-7153
dc.contributorhttps://scholar.google.com/citations?hl=es&user=HtYvNDwAAAAJ
dc.contributorhttps://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000238988
dc.contributorUniversidad Santo Tomas
dc.creatorCeli Hernández, Julio César
dc.date.accessioned2022-10-10T16:48:35Z
dc.date.available2022-10-10T16:48:35Z
dc.date.created2022-10-10T16:48:35Z
dc.date.issued2022-10-10
dc.identifierCeli Hernández, J. C. (2022). Patología Preventiva de un Edificio de Estructura Metálica. [Trabajo de Grado, Universidad Santo Tomás]. Repositorio Institucional.
dc.identifierhttp://hdl.handle.net/11634/47609
dc.identifierreponame:Repositorio Institucional Universidad Santo Tomás
dc.identifierinstname:Universidad Santo Tomás
dc.identifierrepourl:https://repository.usta.edu.co
dc.description.abstractOn December 13, 2018, the construction license LC 18-4-1230 is issued by the Urban Curator No 4, with an effective date of January 15, 2021, where it will have as purpose of new construction, includes the partial or total demolition of existing structures; the property is located in the town of Barrios Unidos at address Cr 29B # 71C-47 of and includes a 3-story structure whose main use will be associated with the provision of professional services. The legal representative is Eng. Juan Pablo Villegas, who at his Once registered as responsible constructor. The project includes a foundation using pre-excavated piles built on site, whose length is 25m, these elements will assume 100% of the load of the structure and will work due to friction between the concrete (shaft) and the layers (silt and clay) that predominate in the soil. The structural project was designed by Ing. Camilo Baquero, the structural system is constituted by frames in metallic profiles whose lights are 7m in each direction, the mezzanine slabs will be light through the use of metaldeck and concrete sheets; of other On the other hand, the degree of performance of the non-structural elements is classified as good; meanwhile, the structure was analyzed using the RBC program of ENG Solutions version 8.4.1 complying with the requirements of the NSR-10 earthquake resistant standard. The Calle 72 Project was selected as a patient due to its proximity to the execution and mainly because it was built with a metallic structure, the main object of the development of the present subject.
dc.languagespa
dc.publisherUniversidad Santo Tomás
dc.publisherEspecialización Patología de la Construcción
dc.publisherFacultad de Ciencias y Tecnologías
dc.relationCarrio, Juan M. (1994), Patología de Cerramientos y Acabados Arquitectónicos.
dc.relation(SRC ingenieros civiles. Informe estudio de suelos SRC 3913, proyecto calle 72, 2018.)
dc.relationMuñoz, H. (2015). Construcción, interventoría y supervisión técnica de las Edificaciones deconcreto estructural. Bogotá, Colombia. Asocreto.
dc.relationNormas Colombianas de Diseño y Construcción Sismo Resistente. (2010). Titulo C, Concreto Estructural NSR–10. Recuperado de http://www.uptc.edu.co/export/sites/default/facultades/f_ingenieria/pregrado/civil/docume n tos/NSR-10_Titulo_C.pdf
dc.relationBroto, C, Ed Barcelona (2005). Enciclopedia
dc.relationDURAR, (1997). Manual de Inspección Evaluación y Diagnostico de Corrosión en Estructuras de Hormigón Armado.
dc.relationUniversidad Politécnica de Madrid, Tomo 1, 2004. Manual de Patología de la Edificación
dc.relationACI 224.1r. (1993). Causas Evaluación y Reparación de Fisuras, recuperado de https://es.scribd.com/document/512270598/Aci-224-1r-2007-es-causas-Evaluacion-y Reparacionde-Fisuras-Es-002
dc.relationAWS D1.1/D1.1M: (2015). Código de soldadura estructural – acero, American Welding Society.
dc.relationNTC 5832, (2012). Prácticas Normalizadas para la Fabricación y Montaje de Estructuras en Acero. Edificios y Puentes, Icontec.
dc.relationValencia C. Gabriel, (2013). Manual de Inspección de Estructuras Metálicas, ECI.
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/2.5/co/
dc.rightsAbierto (Texto Completo)
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightshttp://purl.org/coar/access_right/c_abf2
dc.rightsAtribución-NoComercial-SinDerivadas 2.5 Colombia
dc.rightsAtribución-NoComercial-SinDerivadas 2.5 Colombia
dc.titlePatología Preventiva de un Edificio de Estructura Metálica
dc.typebachelor thesis


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