Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá

Trabajo de Investigación

Autores:
Ávila-Hernández, Edwar Jair
Lis-Cepeda, Luis Felipe
Tipo de recurso:
Article of investigation
Fecha de publicación:
2022
Institución:
Universidad Católica de Colombia
Repositorio:
RIUCaC - Repositorio U. Católica
Idioma:
spa
OAI Identifier:
oai:repository.ucatolica.edu.co:10983/27136
Acceso en línea:
https://hdl.handle.net/10983/27136
Palabra clave:
OPTIMIZACIÓN
PLANEACIÓN
IMPLEMENTACIÓN
NORMAS
Rights
openAccess
License
Copyright-Universidad Católica de Colombia, 2021
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network_acronym_str UCATOLICA2
network_name_str RIUCaC - Repositorio U. Católica
repository_id_str
dc.title.spa.fl_str_mv Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá
title Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá
spellingShingle Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá
OPTIMIZACIÓN
PLANEACIÓN
IMPLEMENTACIÓN
NORMAS
title_short Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá
title_full Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá
title_fullStr Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá
title_full_unstemmed Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá
title_sort Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá
dc.creator.fl_str_mv Ávila-Hernández, Edwar Jair
Lis-Cepeda, Luis Felipe
dc.contributor.advisor.none.fl_str_mv Contreras-Bejarano, Oscar
dc.contributor.author.none.fl_str_mv Ávila-Hernández, Edwar Jair
Lis-Cepeda, Luis Felipe
dc.subject.lemb.none.fl_str_mv OPTIMIZACIÓN
topic OPTIMIZACIÓN
PLANEACIÓN
IMPLEMENTACIÓN
NORMAS
dc.subject.proposal.spa.fl_str_mv PLANEACIÓN
IMPLEMENTACIÓN
NORMAS
description Trabajo de Investigación
publishDate 2022
dc.date.accessioned.none.fl_str_mv 2022-02-23T20:01:21Z
dc.date.available.none.fl_str_mv 2022
2022-02-23T20:01:21Z
dc.date.issued.none.fl_str_mv 2022
dc.type.spa.fl_str_mv Trabajo de grado - Pregrado
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dc.identifier.citation.none.fl_str_mv Ávila-Hernández, E. J. & Lis-Cepeda, L. F. (2021). Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá. Trabajo de Grado. Universidad Católica de Colombia. Facultad de Ingeniería. Programa de Ingeniería Civil. Bogotá, Colombia
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/10983/27136
identifier_str_mv Ávila-Hernández, E. J. & Lis-Cepeda, L. F. (2021). Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá. Trabajo de Grado. Universidad Católica de Colombia. Facultad de Ingeniería. Programa de Ingeniería Civil. Bogotá, Colombia
url https://hdl.handle.net/10983/27136
dc.language.iso.spa.fl_str_mv spa
language spa
dc.relation.references.spa.fl_str_mv B. Raji, M. J. Tenpierik, and A. Van Den Dobbelsteen, “The impact of greening systems on building energy performance: A literature review,” Renew. Sustain. Energy Rev., vol. 45, pp. 610–623, 2015, doi: 10.1016/j.rser.2015.02.011.
L. Esteva, O. Díaz-López, J. García-Pérez, G. Sierra, and E. Ismael, “Life-cycle optimization in the establishment of performance-acceptance parameters for seismic design,” Struct. Saf., vol. 24, no. 2–4, pp. 187–204, 2002, doi: 10.1016/S0167-4730(02)00024-3.
X. K. Zou and C. M. Chan, “Optimal seismic performance-based design of reinforced concrete buildings using nonlinear pushover analysis,” Eng. Struct., vol. 27, no. 8, pp. 1289–1302, 2005, doi: 10.1016/j.engstruct.2005.04.001.
N. D. Lagaros, M. Fragiadakis, M. Papadrakakis, and Y. Tsompanakis, “Structural optimization: A tool for evaluating seismic design procedures,” Eng. Struct., vol. 28, no. 12, pp. 1623–1633, 2006, doi: 10.1016/j.engstruct.2006.02.014.
T. L. Attard and A. Fafitis, “Optimal seismic analysis of degrading planar frames using a weighted energy method to associate inelastic mode shapes: Part I optimal parameters,” Eng. Struct., vol. 29, no. 8, pp. 1977–1989, 2007, doi: 10.1016/j.engstruct.2006.10.016.
N. D. Lagaros, A. T. Garavelas, and M. Papadrakakis, “Innovative seismic design optimization with reliability constraints,” Comput. Methods Appl. Mech. Eng., vol. 198, no. 1, pp. 28–41, 2008, doi: 10.1016/j.cma.2007.12.025.
E. Matta and A. De Stefano, “Seismic performance of pendulum and translational roof-garden TMDs,” Mech. Syst. Signal Process., vol. 23, no. 3, pp. 908–921, 2009, doi: 10.1016/j.ymssp.2008.07.007.
M. O. Carmody, M. Jasarevic, P. Omenzetter, G. C. Clifton, and E. A. Fassman, “Seismic response of green roofs,” 2009 NZSEE Conf., no. May 2014, pp. 1–9, 2009, doi: 10.13140/2.1.2525.8564.
A. Kaveh, B. Farahmand Azar, A. Hadidi, F. Rezazadeh Sorochi, and S. Talatahari, “Performance-based seismic design of steel frames using ant colony optimization,” J. Constr. Steel Res., vol. 66, no. 4, pp. 566–574, 2010, doi: 10.1016/j.jcsr.2009.11.006.
M. Fragiadakis and N. D. Lagaros, “An overview to structural seismic design optimisation frameworks,” Comput. Struct., vol. 89, no. 11–12, pp. 1155–1165, 2011, doi: 10.1016/j.compstruc.2010.10.021.
N. D. Lagaros and M. Fragiadakis, “Evaluation of ASCE-41, ATC-40 and N2 static pushover methods based on optimally designed buildings,” Soil Dyn. Earthq. Eng., vol. 31, no. 1, pp. 77–90, 2011, doi: 10.1016/j.soildyn.2010.08.007.
Y. Gong, Y. Xue, L. Xu, and D. E. Grierson, “Energy-based design optimization of steel building frameworks using nonlinear response history analysis,” J. Constr. Steel Res., vol. 68, no. 1, pp. 43–50, 2012, doi: 10.1016/j.jcsr.2011.07.002.
M. F. Huang, C. M. Chan, and W. J. Lou, “Optimal performance-based design of wind sensitive tall buildings considering uncertainties,” Comput. Struct., vol. 98–99, pp. 7–16, 2012, doi: 10.1016/j.compstruc.2012.01.012
Y. Gong, Y. Xue, and L. Xu, “Optimal capacity design of eccentrically braced steel frameworks using nonlinear response history analysis,” Eng. Struct., vol. 48, pp. 28–36, 2013, doi: 10.1016/j.engstruct.2012.10.001.
A. E. Zacharenaki, M. Fragiadakis, and M. Papadrakakis, “Reliability-based optimum seismic design of structures using simplified performance estimation methods,” Eng. Struct., vol. 52, pp. 707–717, 2013, doi: 10.1016/j.engstruct.2013.03.007.
H. Veladi, “Performance-Based Seismic Design of Steel Frames Utilizing Colliding Bodies Algorithm,” Sci. World J., vol. 2014, pp. 213–221, 2014, doi: 10.1155/2014/240952.
L. Olaya, D. Rubio, D. Ruiz, and A. Torres, “Evaluación del comportamiento sísmico de viviendas de estratos marginales con cubiertas verdes: estudio de caso del municipio de Soacha, Colombia,” Rev. Ing. construcción, vol. 29, no. 1, pp. 98–114, 2014, doi: 10.4067/s0718-50732014000100007.
Q. Liu and J. Paavola, “Drift reliability-based optimization method of frames subjected to stochastic earthquake ground motion,” Appl. Math. Model., vol. 39, no. 3–4, pp. 982–999, 2015, doi: 10.1016/j.apm.2014.07.021.
M. F. Huang, Q. Li, C. M. Chan, W. J. Lou, K. C. S. Kwok, and G. Li, “Performance-based design optimization of tall concrete framed structures subject to wind excitations,” J. Wind Eng. Ind. Aerodyn., vol. 139, pp. 70–81, 2015, doi: 10.1016/j.jweia.2015.01.005
J. C. Acevedo Romero, “Contenido APOYO EN LA ACTUALIZACIÓN DEL INVENTARIO E INDICADORES DE TECHOS VERDES Y JARDINES VERTICALES Y ESTABLECIMIENTO DE PARCELAS DEMOSTRATIVAS PARA EVALUAR LA ADAPTABILIDAD DE ESPECIES COMO COBERTURAS EN ESTE TIPO DE TECNOLOGÍAS EN LA CIUDAD DE BOGOT,” pp. 1–63, 2016.
L. E. Garcia Reyes, “Dinamica estructural aplicada la diseño sísmico,” p. 574, 1998.
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F. Bianchini, A. B. M. Rafiqul Haque, K. Hewage, and M. S. Alam, “Influence of green roofs on the seismic response of frame structures,” Earthq. Struct., vol. 11, no. 2, pp. 265–280, 2016, doi: 10.12989/eas.2016.11.2.265.
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dc.rights.spa.fl_str_mv Copyright-Universidad Católica de Colombia, 2021
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dc.publisher.program.spa.fl_str_mv Ingeniería Civil
institution Universidad Católica de Colombia
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spelling Contreras-Bejarano, Oscarae6f756d-1705-46ea-9f03-e1e4d9e265df-1Ávila-Hernández, Edwar Jaird6043966-dcb2-4175-ba20-574f584fb821-1Lis-Cepeda, Luis Felipea989459d-c0db-4fc2-83e6-284c6de5a2fc-12022-02-23T20:01:21Z20222022-02-23T20:01:21Z2022Trabajo de InvestigaciónEste trabajo de investigación se basa en encontrar modelos de techos verdes para estructuras porticadas en donde no se afecte los criterios de la norma de sismo resistente y aparte se realiza una optimización ideal para estos criterios dando a un proceso integrativo y progresivo.PregradoIngeniero CivilINTRODUCCIÓN 1. ANTECEDENTES Y JUSTIFICACIÓN 2. PLANTEAMIENTO Y FORMULACIÓN DEL PROBLEMA 3. MARCO DE REFERENCIA 4. ESTADO DEL ARTE 5. OBJETIVOS 6. ALCANCES Y LIMITACIONES 7. METODOLOGÍA 8. PESO DEL TECHO VERDE 9. RESULTADOS 10. CONCLUSIONES. 11. BIBLIOGRAFÍA110 páginasapplication/pdfÁvila-Hernández, E. J. & Lis-Cepeda, L. F. (2021). Optimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de Bogotá. Trabajo de Grado. Universidad Católica de Colombia. Facultad de Ingeniería. Programa de Ingeniería Civil. Bogotá, Colombiahttps://hdl.handle.net/10983/27136spaUniversidad Católica de ColombiaFacultad de IngenieríaBogotáIngeniería CivilB. Raji, M. J. Tenpierik, and A. Van Den Dobbelsteen, “The impact of greening systems on building energy performance: A literature review,” Renew. Sustain. Energy Rev., vol. 45, pp. 610–623, 2015, doi: 10.1016/j.rser.2015.02.011.L. Esteva, O. Díaz-López, J. García-Pérez, G. Sierra, and E. Ismael, “Life-cycle optimization in the establishment of performance-acceptance parameters for seismic design,” Struct. Saf., vol. 24, no. 2–4, pp. 187–204, 2002, doi: 10.1016/S0167-4730(02)00024-3.X. K. Zou and C. M. Chan, “Optimal seismic performance-based design of reinforced concrete buildings using nonlinear pushover analysis,” Eng. Struct., vol. 27, no. 8, pp. 1289–1302, 2005, doi: 10.1016/j.engstruct.2005.04.001.N. D. Lagaros, M. Fragiadakis, M. Papadrakakis, and Y. Tsompanakis, “Structural optimization: A tool for evaluating seismic design procedures,” Eng. Struct., vol. 28, no. 12, pp. 1623–1633, 2006, doi: 10.1016/j.engstruct.2006.02.014.T. L. Attard and A. Fafitis, “Optimal seismic analysis of degrading planar frames using a weighted energy method to associate inelastic mode shapes: Part I optimal parameters,” Eng. Struct., vol. 29, no. 8, pp. 1977–1989, 2007, doi: 10.1016/j.engstruct.2006.10.016.N. D. Lagaros, A. T. Garavelas, and M. Papadrakakis, “Innovative seismic design optimization with reliability constraints,” Comput. Methods Appl. Mech. Eng., vol. 198, no. 1, pp. 28–41, 2008, doi: 10.1016/j.cma.2007.12.025.E. Matta and A. De Stefano, “Seismic performance of pendulum and translational roof-garden TMDs,” Mech. Syst. Signal Process., vol. 23, no. 3, pp. 908–921, 2009, doi: 10.1016/j.ymssp.2008.07.007.M. O. Carmody, M. Jasarevic, P. Omenzetter, G. C. Clifton, and E. A. Fassman, “Seismic response of green roofs,” 2009 NZSEE Conf., no. May 2014, pp. 1–9, 2009, doi: 10.13140/2.1.2525.8564.A. Kaveh, B. Farahmand Azar, A. Hadidi, F. Rezazadeh Sorochi, and S. Talatahari, “Performance-based seismic design of steel frames using ant colony optimization,” J. Constr. Steel Res., vol. 66, no. 4, pp. 566–574, 2010, doi: 10.1016/j.jcsr.2009.11.006.M. Fragiadakis and N. D. Lagaros, “An overview to structural seismic design optimisation frameworks,” Comput. Struct., vol. 89, no. 11–12, pp. 1155–1165, 2011, doi: 10.1016/j.compstruc.2010.10.021.N. D. Lagaros and M. Fragiadakis, “Evaluation of ASCE-41, ATC-40 and N2 static pushover methods based on optimally designed buildings,” Soil Dyn. Earthq. Eng., vol. 31, no. 1, pp. 77–90, 2011, doi: 10.1016/j.soildyn.2010.08.007.Y. Gong, Y. Xue, L. Xu, and D. E. Grierson, “Energy-based design optimization of steel building frameworks using nonlinear response history analysis,” J. Constr. Steel Res., vol. 68, no. 1, pp. 43–50, 2012, doi: 10.1016/j.jcsr.2011.07.002.M. F. Huang, C. M. Chan, and W. J. Lou, “Optimal performance-based design of wind sensitive tall buildings considering uncertainties,” Comput. Struct., vol. 98–99, pp. 7–16, 2012, doi: 10.1016/j.compstruc.2012.01.012Y. Gong, Y. Xue, and L. Xu, “Optimal capacity design of eccentrically braced steel frameworks using nonlinear response history analysis,” Eng. Struct., vol. 48, pp. 28–36, 2013, doi: 10.1016/j.engstruct.2012.10.001.A. E. Zacharenaki, M. Fragiadakis, and M. Papadrakakis, “Reliability-based optimum seismic design of structures using simplified performance estimation methods,” Eng. Struct., vol. 52, pp. 707–717, 2013, doi: 10.1016/j.engstruct.2013.03.007.H. Veladi, “Performance-Based Seismic Design of Steel Frames Utilizing Colliding Bodies Algorithm,” Sci. World J., vol. 2014, pp. 213–221, 2014, doi: 10.1155/2014/240952.L. Olaya, D. Rubio, D. Ruiz, and A. Torres, “Evaluación del comportamiento sísmico de viviendas de estratos marginales con cubiertas verdes: estudio de caso del municipio de Soacha, Colombia,” Rev. Ing. construcción, vol. 29, no. 1, pp. 98–114, 2014, doi: 10.4067/s0718-50732014000100007.Q. Liu and J. Paavola, “Drift reliability-based optimization method of frames subjected to stochastic earthquake ground motion,” Appl. Math. Model., vol. 39, no. 3–4, pp. 982–999, 2015, doi: 10.1016/j.apm.2014.07.021.M. F. Huang, Q. Li, C. M. Chan, W. J. Lou, K. C. S. Kwok, and G. Li, “Performance-based design optimization of tall concrete framed structures subject to wind excitations,” J. Wind Eng. Ind. Aerodyn., vol. 139, pp. 70–81, 2015, doi: 10.1016/j.jweia.2015.01.005J. C. 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Constr., vol. 35, no. 1, pp. 34–44, 2020, doi: 10.4067/S0718-50732020000100034.Copyright-Universidad Católica de Colombia, 2021info:eu-repo/semantics/openAccessAtribución-NoComercial-CompartirIgual 4.0 Internacional (CC BY-NC-SA 4.0)https://creativecommons.org/licenses/by-nc-sa/4.0/http://purl.org/coar/access_right/c_abf2OPTIMIZACIÓNPLANEACIÓNIMPLEMENTACIÓNNORMASOptimización estructural de edificaciones de 1, 2 y 3 pisos para la adecuación de techos verdes en la ciudad de BogotáTrabajo de grado - Pregradohttp://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/resource_type/c_7a1fTextinfo:eu-repo/semantics/bachelorThesishttp://purl.org/coar/version/c_fa2ee174bc00049fhttp://purl.org/coar/version/c_71e4c1898caa6e32PublicationORIGINALProyecto Finál Edwart Avila - Luis Lis.pdfProyecto Finál Edwart Avila - Luis Lis.pdfapplication/pdf3665109https://repository.ucatolica.edu.co/bitstreams/55080d82-2847-4334-af0c-561188fdf10c/download438df66cb6aa1f3238cb8d9474d13a04MD51RAE.pdfRAE.pdfapplication/pdf647924https://repository.ucatolica.edu.co/bitstreams/1f45bb17-185c-4380-b6b2-0e80c0fded3e/download6d29cded4c9c8b82f8c450edbef83314MD52TEXTProyecto Finál Edwart Avila - Luis Lis.pdf.txtProyecto Finál Edwart Avila - Luis Lis.pdf.txtExtracted texttext/plain116367https://repository.ucatolica.edu.co/bitstreams/dd4eba57-901d-428a-83ee-0d579c94f040/download00caaa951bcf583747c6ba925f674b23MD53RAE.pdf.txtRAE.pdf.txtExtracted texttext/plain15329https://repository.ucatolica.edu.co/bitstreams/a80729a2-2e26-416c-b90d-0db923cb79d6/download6b79e1b0d65961a4f1165f388391eb3bMD55THUMBNAILProyecto Finál Edwart Avila - Luis Lis.pdf.jpgProyecto Finál Edwart Avila - Luis Lis.pdf.jpgRIUCACimage/jpeg10078https://repository.ucatolica.edu.co/bitstreams/b29aa1df-1a00-42ad-a492-9bfaeb471f7f/download55b8a276c33916f1d5eb32979502e65eMD54RAE.pdf.jpgRAE.pdf.jpgRIUCACimage/jpeg18788https://repository.ucatolica.edu.co/bitstreams/47947e26-ed57-4456-bf4e-b5de7ca0838f/download065f628206c63cb87a07e1afeecc25e9MD5610983/27136oai:repository.ucatolica.edu.co:10983/271362023-03-24 15:05:09.62https://creativecommons.org/licenses/by-nc-sa/4.0/Copyright-Universidad Católica de Colombia, 2021https://repository.ucatolica.edu.coRepositorio Institucional Universidad Católica de Colombia - RIUCaCbdigital@metabiblioteca.com