Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto

Trabajo de investigación

Autores:: Parra-Castañeda, Daniel Felipe

Tipo de recurso:: Article of investigation

Fecha de publicación:: 2021

Institución:: Universidad Católica de Colombia

Repositorio:: RIUCaC - Repositorio U. Católica

Idioma:: spa

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dc.title.spa.fl_str_mv	Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto
title	Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto
spellingShingle	Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto OXIDACIÓN CORROSIÓN ESTRUCTURAS DESEMPEÑO SÍSMICO CARBONATACIÓN OPENSEES CONCRETO ANÁLISIS NO LINEAL
title_short	Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto
title_full	Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto
title_fullStr	Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto
title_full_unstemmed	Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto
title_sort	Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto
dc.creator.fl_str_mv	Parra-Castañeda, Daniel Felipe
dc.contributor.advisor.none.fl_str_mv	Contreras-Bejarano, Oscar
dc.contributor.author.none.fl_str_mv	Parra-Castañeda, Daniel Felipe
dc.subject.lemb.none.fl_str_mv	OXIDACIÓN
topic	OXIDACIÓN CORROSIÓN ESTRUCTURAS DESEMPEÑO SÍSMICO CARBONATACIÓN OPENSEES CONCRETO ANÁLISIS NO LINEAL
dc.subject.proposal.spa.fl_str_mv	CORROSIÓN ESTRUCTURAS DESEMPEÑO SÍSMICO CARBONATACIÓN OPENSEES CONCRETO ANÁLISIS NO LINEAL
description	Trabajo de investigación
publishDate	2021
dc.date.accessioned.none.fl_str_mv	2021-08-04T15:50:23Z
dc.date.available.none.fl_str_mv	2021 2021-08-04T15:50:23Z
dc.date.issued.none.fl_str_mv	2021
dc.type.spa.fl_str_mv	Trabajo de grado - Pregrado
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dc.identifier.ark.none.fl_str_mv	Parra-Castañeda, D. F. (2021). Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto. 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/10983/26374
identifier_str_mv	Parra-Castañeda, D. F. (2021). Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto. Trabajo de Grado. Universidad Católica de Colombia. Facultad de Ingeniería. Programa de Ingeniería Civil. Bogotá, Colombia
url	https://hdl.handle.net/10983/26374
dc.language.iso.spa.fl_str_mv	spa
language	spa
dc.relation.references.spa.fl_str_mv	P. Crespi, M. Zucca, and M. Valente, “On the collapse evaluation of existing RC bridges exposed to corrosion under horizontal loads,” Engineering Failure Analysis, vol. 116, no. June, 2020. Z. Shamsoddini Motlagh, M. Raissi Dehkordi, M. Eghbali, and D. Samadian, “Evaluation of seismic resilience index for typical RC school buildings considering carbonate corrosion effects,” International Journal of Disaster Risk Reduction, vol. 46, no. January, 2020. C. V. Inojosa, “Decanos de la UCV alertan sobre “riesgo de colapso” de algunos techos de las facultades,” 2020. sonia I˜niguez serrano, “Estacionamientos: riesgo de colapso,” 2019. S. Revista, “Estas son las ciudades que tienen mayor riesgo de la peor calidad del aire en Colombia,” 2021. Alcaldia Bogota D.C., “Contaminantes Bogota D.C..” B. jose Luis, “Corrosion- Estructuras/ Medio ambiente,” 2005. J. B. Mander, M. J. N. Priestley, R. Park, Fellow, and ASCE, “conducted providing the stress-strain relation for the concrete and steel are- known . The moments and curvatures associated with increasing flexural deformations of the column may be computed for various column axial loads by incrementing the curvature a,” J. Struct. Eng, vol. 114, no. 8, pp. 1804–1826, 1989. R. Leslie, “The Pushover Analysis, explained in its Simplicity,” vol. 0, no. September 2013, pp. 1–13, 2002. Alcaldia de Bogota, “Decreto 523 de 2010,” 2010. L. Di Sarno and F. Pugliese, “Seismic fragility of existing RC buildings with corroded bars under earthquake sequences,” Soil Dynamics and Earthquake Engineering, vol. 134, no. March, 2020. M. Kamaya, “Fatigue assessment for seismic loads considering material degradation due to stress corrosion cracking,” Nuclear Engineering and Design, vol. 322, pp. 256–265, 2017. 70Impacto del grado de oxidaci´on del refuerzo en el desempe˜no s´ısmico de una estructura en concreto F. Di Carlo, A. Meda, and Z. Rinaldi, “Numerical evaluation of the corrosion influence on the cyclic behaviour of RC columns,” Engineering Structures, vol. 153, no. January, pp. 264–278, 2017. Y. C. Ou and N. D. Nguyen, “Influences of location of reinforcement corrosion on seismic performance of corroded reinforced concrete beams,” Engineering Structures, vol. 126, pp. 210–223, 2016. M. Dogan, “Corrosion failure in concrete reinforcement to damage during seismic,” Engineering Failure Analysis, vol. 56, pp. 275–287, 2015. A. Kanchanadevi and K. Ramanjaneyulu, “Effect of corrosion damage on seismic behaviour of existing reinforced concrete beam-column sub-assemblages,” Engineering Structures, vol. 174, no. August, pp. 601–617, 2018. D. Bru, A. Gonz´alez, F. J. Baeza, and S. Ivorra, “Seismic behavior of 1960’s RC buildings exposed to marine environment,” Engineering Failure Analysis, vol. 90, no. February, pp. 324–340, 2018. A. S. Rajput and U. K. Sharma, “Performance of aged reinforced concrete columns under simulated seismic loading,” Structural Concrete, vol. 20, no. 3, pp. 1123–1136, 2019. E. A. Dizaj, R. Madandoust, and M. M. Kashani, “Probabilistic seismic vulnerability analysis of corroded reinforced concrete frames including spatial variability of pitting corrosion,” Soil Dynamics and Earthquake Engineering, vol. 114, no. January, pp. 97–112, 2018. Y. Li, S. Yin, M. Liu, and Y. Yang, “Influence of chloride dry-wet cycles on seismic behavior of RC columns strengthened with TRC,” Jianzhu Jiegou Xuebao/Journal of Building Structures, vol. 40, no. 4, pp. 94–103, 2019. J. C. Chanchi Golondrino, G. A. MacRae, J. G. Chase, G. W. Rodgers, A. C. N. Scott, and G. C. Clifton, “Steel Building Friction Connection Seismic Performance – Corrosion Effects,” Structures, vol. 19, no. November 2018, pp. 96–109, 2019. M. Tapan and R. S. Aboutaha, “Effect of steel corrosion and loss of concrete cover on strength of deteriorated RC columns,” Construction and Building Materials, vol. 25, no. 5, pp. 2596–2603, 2011. H. Yalciner, S. Sensoy, and O. Eren, “Time-dependent seismic performance assessment of a single-degree-of-freedom frame subject to corrosion,” Engineering Failure Analysis, vol. 19, no. 1, pp. 109–122, 2012. D. E. Choe, P. Gardoni, D. Rosowsky, and T. Haukaas, “Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion,” Reliability Engineering and System Safety, vol. 93, no. 3, pp. 383–393, 2008. BIBLIOGRAF´IA 71Impacto del grado de oxidaci´on del refuerzo en el desempe˜no s´ısmico de una estructura en concreto Y. Goto and N. Kawanishi, “A unified analysis method to predict long-term mechanical performance of steel structures considering corrosion, repair and earthquake,” Advances in Steel Structures (ICASS ’02), vol. II, pp. 1145–1152, 2002. R. Yu, L. Chen, D. Zhang, and Z. Wang, “Life cycle embodied energy analysis of RC structures considering chloride-induced corrosion in seismic regions,” Structures, vol. 25, no. July 2019, pp. 839–848, 2020. X. W. Zheng, H. N. Li, and P. Gardoni, “Life-cycle probabilistic seismic risk assessment of high-rise buildings considering carbonation induced deterioration,” Engineering Structures, vol. 231, no. December 2020, 2021. L. Berto, S. Caprili, A. Saetta, W. Salvatore, and D. Talledo, “Corrosion effects on the seismic response of existing rc frames designed according to different building codes,” Engineering Structures, vol. 216, no. May, 2020.
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dc.publisher.spa.fl_str_mv	Universidad Católica de Colombia
dc.publisher.faculty.spa.fl_str_mv	Facultad de Ingeniería
dc.publisher.place.spa.fl_str_mv	Bogotá
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-1Parra-Castañeda, Daniel Felipeae104d6f-2858-41d1-bd19-d7229a419f27-12021-08-04T15:50:23Z20212021-08-04T15:50:23Z2021Trabajo de investigaciónEsta investigación tiene como objetivo comparar el desempeño sísmico de una estructura en condición no oxidada con otra misma estructura bajo la exposición de oxidación en el refuerzo. Se presenta como una oportunidad para identificar la influencia de la corrosión en el comportamiento de las estructuras en concreto reforzado mediante herramientas como el Software Opensees.PregradoIngeniero CivilINTRODUCCIÓN 1- GENERALIDADES 2- PLANTEAMIENTO Y FORMULACIÓN DEL PROBLEMA 3- DESCRIPCIÓN DEL MODELO 4- MATERIALES CONSTITUTIVOS 5- ANÁLISIS DE LA ESTRUCTURA 6- CONCLUSIONES Y RECOMENDACIONES BILIOGRAFÍA77 páginasapplication/pdfParra-Castañeda, D. F. (2021). Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto. Trabajo de Grado. Universidad Católica de Colombia. Facultad de Ingeniería. Programa de Ingeniería Civil. Bogotá, Colombiahttps://hdl.handle.net/10983/26374spaUniversidad Católica de ColombiaFacultad de IngenieríaBogotáIngeniería CivilP. Crespi, M. Zucca, and M. Valente, “On the collapse evaluation of existing RC bridges exposed to corrosion under horizontal loads,” Engineering Failure Analysis, vol. 116, no. June, 2020.Z. Shamsoddini Motlagh, M. Raissi Dehkordi, M. Eghbali, and D. Samadian, “Evaluation of seismic resilience index for typical RC school buildings considering carbonate corrosion effects,” International Journal of Disaster Risk Reduction, vol. 46, no. January, 2020.C. V. Inojosa, “Decanos de la UCV alertan sobre “riesgo de colapso” de algunos techos de las facultades,” 2020.sonia I˜niguez serrano, “Estacionamientos: riesgo de colapso,” 2019.S. Revista, “Estas son las ciudades que tienen mayor riesgo de la peor calidad del aire en Colombia,” 2021.Alcaldia Bogota D.C., “Contaminantes Bogota D.C..”B. jose Luis, “Corrosion- Estructuras/ Medio ambiente,” 2005.J. B. Mander, M. J. N. Priestley, R. Park, Fellow, and ASCE, “conducted providing the stress-strain relation for the concrete and steel are- known . The moments and curvatures associated with increasing flexural deformations of the column may be computed for various column axial loads by incrementing the curvature a,” J. Struct. Eng, vol. 114, no. 8, pp. 1804–1826, 1989.R. Leslie, “The Pushover Analysis, explained in its Simplicity,” vol. 0, no. September 2013, pp. 1–13, 2002.Alcaldia de Bogota, “Decreto 523 de 2010,” 2010.L. Di Sarno and F. Pugliese, “Seismic fragility of existing RC buildings with corroded bars under earthquake sequences,” Soil Dynamics and Earthquake Engineering, vol. 134, no. March, 2020.M. Kamaya, “Fatigue assessment for seismic loads considering material degradation due to stress corrosion cracking,” Nuclear Engineering and Design, vol. 322, pp. 256–265, 2017. 70Impacto del grado de oxidaci´on del refuerzo en el desempe˜no s´ısmico de una estructura en concretoF. Di Carlo, A. Meda, and Z. Rinaldi, “Numerical evaluation of the corrosion influence on the cyclic behaviour of RC columns,” Engineering Structures, vol. 153, no. January, pp. 264–278, 2017.Y. C. Ou and N. D. Nguyen, “Influences of location of reinforcement corrosion on seismic performance of corroded reinforced concrete beams,” Engineering Structures, vol. 126, pp. 210–223, 2016.M. Dogan, “Corrosion failure in concrete reinforcement to damage during seismic,” Engineering Failure Analysis, vol. 56, pp. 275–287, 2015.A. Kanchanadevi and K. Ramanjaneyulu, “Effect of corrosion damage on seismic behaviour of existing reinforced concrete beam-column sub-assemblages,” Engineering Structures, vol. 174, no. August, pp. 601–617, 2018.D. Bru, A. Gonz´alez, F. J. Baeza, and S. Ivorra, “Seismic behavior of 1960’s RC buildings exposed to marine environment,” Engineering Failure Analysis, vol. 90, no. February, pp. 324–340, 2018.A. S. Rajput and U. K. Sharma, “Performance of aged reinforced concrete columns under simulated seismic loading,” Structural Concrete, vol. 20, no. 3, pp. 1123–1136, 2019.E. A. Dizaj, R. Madandoust, and M. M. Kashani, “Probabilistic seismic vulnerability analysis of corroded reinforced concrete frames including spatial variability of pitting corrosion,” Soil Dynamics and Earthquake Engineering, vol. 114, no. January, pp. 97–112, 2018.Y. Li, S. Yin, M. Liu, and Y. Yang, “Influence of chloride dry-wet cycles on seismic behavior of RC columns strengthened with TRC,” Jianzhu Jiegou Xuebao/Journal of Building Structures, vol. 40, no. 4, pp. 94–103, 2019.J. C. Chanchi Golondrino, G. A. MacRae, J. G. Chase, G. W. Rodgers, A. C. N. Scott, and G. C. Clifton, “Steel Building Friction Connection Seismic Performance – Corrosion Effects,” Structures, vol. 19, no. November 2018, pp. 96–109, 2019.M. Tapan and R. S. Aboutaha, “Effect of steel corrosion and loss of concrete cover on strength of deteriorated RC columns,” Construction and Building Materials, vol. 25, no. 5, pp. 2596–2603, 2011.H. Yalciner, S. Sensoy, and O. Eren, “Time-dependent seismic performance assessment of a single-degree-of-freedom frame subject to corrosion,” Engineering Failure Analysis, vol. 19, no. 1, pp. 109–122, 2012.D. E. Choe, P. Gardoni, D. Rosowsky, and T. Haukaas, “Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion,” Reliability Engineering and System Safety, vol. 93, no. 3, pp. 383–393, 2008. BIBLIOGRAF´IA 71Impacto del grado de oxidaci´on del refuerzo en el desempe˜no s´ısmico de una estructura en concretoY. Goto and N. Kawanishi, “A unified analysis method to predict long-term mechanical performance of steel structures considering corrosion, repair and earthquake,” Advances in Steel Structures (ICASS ’02), vol. II, pp. 1145–1152, 2002.R. Yu, L. Chen, D. Zhang, and Z. Wang, “Life cycle embodied energy analysis of RC structures considering chloride-induced corrosion in seismic regions,” Structures, vol. 25, no. July 2019, pp. 839–848, 2020.X. W. Zheng, H. N. Li, and P. Gardoni, “Life-cycle probabilistic seismic risk assessment of high-rise buildings considering carbonation induced deterioration,” Engineering Structures, vol. 231, no. December 2020, 2021.L. Berto, S. Caprili, A. Saetta, W. Salvatore, and D. Talledo, “Corrosion effects on the seismic response of existing rc frames designed according to different building codes,” Engineering Structures, vol. 216, no. May, 2020.Copyright-Universidad Católica de Colombia, 2021info:eu-repo/semantics/openAccessAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)https://creativecommons.org/licenses/by-nc-nd/4.0/http://purl.org/coar/access_right/c_abf2OXIDACIÓNCORROSIÓNESTRUCTURASDESEMPEÑO SÍSMICOCARBONATACIÓNOPENSEESCONCRETOANÁLISIS NO LINEALImpacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concretoTrabajo 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_71e4c1898caa6e32PublicationORIGINALTrabajo_De_Grado 505885_Daniel_Parra.pdfTrabajo_De_Grado 505885_Daniel_Parra.pdfapplication/pdf2578253https://repository.ucatolica.edu.co/bitstreams/2eefa23e-3948-4aeb-8fc4-5d60624a7193/download02ae66ce94838c1f90fc0b84ceffdbd6MD51RESUMEN ANALITICO EN EDUCACION RAE .pdfRESUMEN ANALITICO EN EDUCACION RAE .pdfapplication/pdf208432https://repository.ucatolica.edu.co/bitstreams/82e544f8-4acc-43ad-8fbe-3a68e95aeb43/download5e2c383a68d922177b37865dc43d76e9MD52TEXTTrabajo_De_Grado 505885_Daniel_Parra.pdf.txtTrabajo_De_Grado 505885_Daniel_Parra.pdf.txtExtracted texttext/plain98820https://repository.ucatolica.edu.co/bitstreams/c629da4f-03da-4e24-8f2f-2038fcf7a653/download9ef4e205d3d4efb37b35b03b6837a30eMD53RESUMEN ANALITICO EN EDUCACION RAE .pdf.txtRESUMEN ANALITICO EN EDUCACION RAE .pdf.txtExtracted texttext/plain11279https://repository.ucatolica.edu.co/bitstreams/7fc36b76-9245-4fe1-84af-47874c3af76b/downloadf165c9fa76a398a946bdbb66f00506a4MD55THUMBNAILTrabajo_De_Grado 505885_Daniel_Parra.pdf.jpgTrabajo_De_Grado 505885_Daniel_Parra.pdf.jpgRIUCACimage/jpeg7366https://repository.ucatolica.edu.co/bitstreams/e66e0f93-c811-4094-bf91-17c023958c88/download96be696428708ab482f77886eb3c5f0cMD54RESUMEN ANALITICO EN EDUCACION RAE .pdf.jpgRESUMEN ANALITICO EN EDUCACION RAE .pdf.jpgRIUCACimage/jpeg17786https://repository.ucatolica.edu.co/bitstreams/b401314b-2507-4575-bf6f-fcee89128256/download4366c2de4b924a8c6d7e72008e00f031MD5610983/26374oai:repository.ucatolica.edu.co:10983/263742023-03-24 16:03:13.403https://creativecommons.org/licenses/by-nc-nd/4.0/Copyright-Universidad Católica de Colombia, 2021https://repository.ucatolica.edu.coRepositorio Institucional Universidad Católica de Colombia - RIUCaCbdigital@metabiblioteca.com

Impacto del grado de oxidación del refuerzo en el desempeño sísmico de una estructura en concreto

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