Aproximación del tiempo de recuperación de edificios dañados por terremoto
Article Sidebar
Publicado
oct 30, 2024
##plugins.pubIds.doi.readerDisplayName##
https://doi.org/10.36677/rici.v2i3.24118
Main Article Content
Juan Jesús Gutiérrez Trejo, Dr.
http://orcid.org/0000-0002-9432-6217
Francisco Bañuelos García, Dr.
http://orcid.org/0000-0002-8231-6599
Gustavo Ayala Milián, Dr.
http://orcid.org/0000-0002-1148-3138
http://orcid.org/0000-0002-9432-6217
Francisco Bañuelos García, Dr.
http://orcid.org/0000-0002-8231-6599
Gustavo Ayala Milián, Dr.
http://orcid.org/0000-0002-1148-3138
Resumen
El tiempo que tarda una edificación en recuperar su funcionalidad cuanto ésta ha sido afectada por un evento sísmico es un aspecto que hoy en día no ha sido considerado por los despachos de ingeniería estructural. Recientes eventos catastróficos naturales han puesto en evidencia que la pérdida de funcionalidad de las edificaciones, además de afectar a la sociedad en general, también trae consigo cuantiosas pérdidas financieras que se estima recuperar incluso décadas después de haber ocurrido el evento catastrófico. En este trabajo de investigación se presenta una metodología probabilista para cuantificar el tiempo de recuperación de instalaciones que son propensas a experimentar sismos de magnitud considerable durante su vida útil. Para ejemplificar la metodología se presenta la evaluación de un edificio de concreto reforzado en el que se consideran muros de relleno de mampostería no reforzada, localizado en la CDMX.
Article Details
Como citar
GUTIÉRREZ TREJO, Juan Jesús; BAÑUELOS GARCÍA, Francisco; AYALA MILIÁN, Gustavo.
Aproximación del tiempo de recuperación de edificios dañados por terremoto.
Ideas en Ciencias de la Ingeniería, [S.l.], v. 2, n. 3, p. 46-61, oct. 2024.
ISSN 2992-7447.
Disponible en: <https://ideasencienciasingenieria.uaemex.mx/article/view/24118>. Fecha de acceso: 26 ago. 2026
doi: https://doi.org/10.36677/rici.v2i3.24118.
Sección
Artículos
Esta obra está bajo licencia internacional Creative Commons Reconocimiento-NoComercial-SinObrasDerivadas 4.0.
Citas
[1] T. Toyoda. “Economic impacts of Kobe earthquake: A quantitative evaluation after 13 years”, Memorias de la 5th International Information System for Crisis Response and Management (ISCRAM) Conference, ISCRAM, Washington, DC, EUA, 2008.
[2] F. Galvis, E. Miranda, P. Heresi, H. Dávalos y J. Silos, “Preliminary statistics of collapsed buildings in Mexico City in the September 19, 2017 Puebla-Morelos Earthquake”. Reporte Técnico, Departamento de Ingeniería Civil y Ambiental John A. Blume, Universidad de Stanford, Stanford, CA, USA, 2017.
[3] GCDMX y 100RC, “Aprender del sismo para ser más resilientes”. Colaboración entre el Gobierno de la Ciudad de México y el Programa 100 Ciudades Resilientes de la Fundación Rockefeller, 2018.
[4] M. Bruneau, S.E. Chang, R.T. Eguchi, G.C. Lee, T.D. O’ Rourke, A.M. Reinhorn, M. Shinozuka, K. Tierney, W.A. Wallace, y D. von Winterfeldt, “A framework to quantitatively assess and enhance the resilience of communities”, Earthquake Spectra, vol. 19, no. 4, pp. 733-752, 2003. https://doi.org/10.1193/1.1623497
[5] A. Cornell, y H. Krawinkler, “Progress and challenges in seismic performance assessment”, PEER Center News. Pacific Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA, USA, 2000.
[6] FEMA, “Seismic performance assessment of buildings, Volume 1-Methodology (FEMA P-58-1)”, Federal Emergency Management Agency, Washington, DC, USA, 2012a.
[7] FEMA, “Seismic performance assessment of buildings, Volume 1-Methodology (FEMA P-58-1)”, Federal Emergency Management Agency, Washington, DC, USA, 2018a.
[8] D.Y. Yoo, “Repair time model for different building sizes Considering the earthquake hazard”, Tesis de maestría, California State University, Long Beach, CA, USA, 2016.
[9] M.A. Santos-Santiago, S.E. Ruiz, y L. Cruz-Reyes, “Optimal design of buildings under wind and earthquake, considering cumulative damage”, Journal of Building Engineering, vol. 56, 2022. https://doi.org/10.1016/j.jobe.2022.104760
[10] A. Rodríguez-Castellanos, M. Niño-Lázaro, S.E. Ruiz, y M.A. Santos-Santiago, “Diseño sísmico sustentable de estructuras equipadas con disipadores viscosos”, Revista de Ingeniería Sísmica, no. 112, pp. 72-100, 2024. https://doi.org/10.18867/ris.112.638
[11] F. Valenzuela-Beltrán, J.R. Gaxiola-Camacho, M.D. Llanes-Tizoc, V. Baca, J.M. Leal-Graciano, y A. Reyes-Salazar, “Seismic los assessment of code-compliant moment-resisting RC buildings located on different soil conditions of Mexico City”, Engineering Structures, vol. 300, 2024. https://doi.org/10.1016/j.engstruct.2023.117195
[12] GCDMX, “Normas técnicas complementarias para el diseño por sismo”, Núm. 220 Bis, Gaceta Oficial de la Ciudad de México, MX, 2017.
[13] C. González Calva, M. Niño-Lázaro, y G. Ayala Milián, “Definición de tiempos de recuperación y pérdida de funcionalidad esperada para la evaluación de la resiliencia sísmica en escuelas públicas de México”, no. 112, pp. 28-54, 2024. https://doi.org/10.18867/ris.112.636
[14] M.C. Comerio, “Estimating downtime in loss modeling”, Earthquake Spectra, vol. 22, no. 2, pp. 349-365, 2006. https://doi.org/10.1193/1.2191017
[15] J. Gutiérrez, “Seismic resilience assessment of urban buildings”, Tesis de Doctorado, Universidad Nacional Autónoma de México, MEX, 2021.
[16] D.A. Konstantinidis, y W. El-Dakhaknhi, “Evaluation of ASCE 43-05 seismic design criteria for rocking objects in nuclear facilities”, Journal of Structural Engineering, vol. 11, no. 142, pp. 04016110–1–04016110–13, 2016. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001581
[17] FEMA, “Seismic performance assessment of buildings, Volume 3-Supporting Electronic Materials and Background Documentation (FEMA P-58-3)”, Federal Emergency Management Agency, Washington, DC, USA, 2018b.
[18] ASCE, “Seismic evaluation and retrofit of existing buildings (ASCE 41-13)”, American Society of Civil Engineers, Reston, VA, USA, 2013.
[19] K.A. Porter, “Assembly-based vulnerability of buildings and its uses in seismic performance evaluation and risk-management decision-making”, Tesis de Doctorado, Universidad de Stanford, Stanford CA, USA, 2000.
[20] S.B., Richmond, “Operations research for management decisions”, Editorial John Wiley and Sons, Englewood, NJ, USA, 1969.
[21] I. Almulfti y M. Willford, “Resilience-based earthquake design initiative for the next generation of buildings: REDiTM Rating System”, ARUP, San Francisco, CA, EUA, 2013.
[22] GCDMX, “Normas técnicas complementarias para diseño por sismo”, Tomo I, No. 103-BIS, Gaceta Oficial del Distrito Federal, MX, 2004.
[23] C. Kohrs-Sansorny, F. Courboulex, M. Bour y A. Deschamps, “A two-stage method for ground-motion simulation using stochastic summation of small earthquakes”, Bulletin of the Seismological Society of America, vol. 95, no. 4, pp. 1387-1400, 2005. https://doi.org/10.1785/0120040211
[24] W. Joyner y D. Boore, “On simulating large earthquakes by Green´s function addition of smaller earthquakes”, Earthquake Source Mechanics, vol. 37, pp. 269-274, 1986. https://doi.org/10.1029/GM037p0269
[25] L. Wennerberg, “Stochastic summation of empirical Green´s functions”, Bulletin of the Seismological Society of America, vol. 80, pp. 1418-1432.
[26] M. Ordaz, J. Arboleda y S. Singh, “A scheme of random summation of an empirical Green´s function to estimate ground motions from future large earthquakes”, Bulletin of the Seismological Society of America, vol. 85, no. 6, pp. 1635-1647.
[27] S. Mazzoni, F. McKenna, M.H. Scott, G.L. Fenves, et al., “Open system for earthquake simulation (OpenSees)”, Pacific Earthquake Engineering Research Center, Universidad de California, Berkeley, CA, USA, 2007.
[28] G.A. Chang y J.B. Mander, “Seismic energy-based fatigue damage analysis of bridge columns: Part 1-Evaluation of seismic capacity”, Informe Técnico, NCEER-94-0006, Universidad Estatal de Nueva York, Búfalo, NY, USA, 1994.
[29] A. Giuffrè y P.E. Pinto, “Il comportamento del cemento armato per sollecitazioni cicliche di forte intensità”, Giornale del Genio Civile, Roma, ITA, 1970.
[30] S. Kadysiewski y K.M. Mosalam, “Modeling of unreinforced masonry infill walls considering in-plane and out-of-plane interaction”, Reporte Técnico, Núm. 2008/102, Pacific Earthquake Engineering Research, Universidad de California, Berkeley, CA, USA, 2009.
[31] GCDMX, “Norma técnica complementaria para el diseño por sismo”, No. 1229, Gaceta Oficial de la Ciudad de México, MX, 2023.
[2] F. Galvis, E. Miranda, P. Heresi, H. Dávalos y J. Silos, “Preliminary statistics of collapsed buildings in Mexico City in the September 19, 2017 Puebla-Morelos Earthquake”. Reporte Técnico, Departamento de Ingeniería Civil y Ambiental John A. Blume, Universidad de Stanford, Stanford, CA, USA, 2017.
[3] GCDMX y 100RC, “Aprender del sismo para ser más resilientes”. Colaboración entre el Gobierno de la Ciudad de México y el Programa 100 Ciudades Resilientes de la Fundación Rockefeller, 2018.
[4] M. Bruneau, S.E. Chang, R.T. Eguchi, G.C. Lee, T.D. O’ Rourke, A.M. Reinhorn, M. Shinozuka, K. Tierney, W.A. Wallace, y D. von Winterfeldt, “A framework to quantitatively assess and enhance the resilience of communities”, Earthquake Spectra, vol. 19, no. 4, pp. 733-752, 2003. https://doi.org/10.1193/1.1623497
[5] A. Cornell, y H. Krawinkler, “Progress and challenges in seismic performance assessment”, PEER Center News. Pacific Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA, USA, 2000.
[6] FEMA, “Seismic performance assessment of buildings, Volume 1-Methodology (FEMA P-58-1)”, Federal Emergency Management Agency, Washington, DC, USA, 2012a.
[7] FEMA, “Seismic performance assessment of buildings, Volume 1-Methodology (FEMA P-58-1)”, Federal Emergency Management Agency, Washington, DC, USA, 2018a.
[8] D.Y. Yoo, “Repair time model for different building sizes Considering the earthquake hazard”, Tesis de maestría, California State University, Long Beach, CA, USA, 2016.
[9] M.A. Santos-Santiago, S.E. Ruiz, y L. Cruz-Reyes, “Optimal design of buildings under wind and earthquake, considering cumulative damage”, Journal of Building Engineering, vol. 56, 2022. https://doi.org/10.1016/j.jobe.2022.104760
[10] A. Rodríguez-Castellanos, M. Niño-Lázaro, S.E. Ruiz, y M.A. Santos-Santiago, “Diseño sísmico sustentable de estructuras equipadas con disipadores viscosos”, Revista de Ingeniería Sísmica, no. 112, pp. 72-100, 2024. https://doi.org/10.18867/ris.112.638
[11] F. Valenzuela-Beltrán, J.R. Gaxiola-Camacho, M.D. Llanes-Tizoc, V. Baca, J.M. Leal-Graciano, y A. Reyes-Salazar, “Seismic los assessment of code-compliant moment-resisting RC buildings located on different soil conditions of Mexico City”, Engineering Structures, vol. 300, 2024. https://doi.org/10.1016/j.engstruct.2023.117195
[12] GCDMX, “Normas técnicas complementarias para el diseño por sismo”, Núm. 220 Bis, Gaceta Oficial de la Ciudad de México, MX, 2017.
[13] C. González Calva, M. Niño-Lázaro, y G. Ayala Milián, “Definición de tiempos de recuperación y pérdida de funcionalidad esperada para la evaluación de la resiliencia sísmica en escuelas públicas de México”, no. 112, pp. 28-54, 2024. https://doi.org/10.18867/ris.112.636
[14] M.C. Comerio, “Estimating downtime in loss modeling”, Earthquake Spectra, vol. 22, no. 2, pp. 349-365, 2006. https://doi.org/10.1193/1.2191017
[15] J. Gutiérrez, “Seismic resilience assessment of urban buildings”, Tesis de Doctorado, Universidad Nacional Autónoma de México, MEX, 2021.
[16] D.A. Konstantinidis, y W. El-Dakhaknhi, “Evaluation of ASCE 43-05 seismic design criteria for rocking objects in nuclear facilities”, Journal of Structural Engineering, vol. 11, no. 142, pp. 04016110–1–04016110–13, 2016. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001581
[17] FEMA, “Seismic performance assessment of buildings, Volume 3-Supporting Electronic Materials and Background Documentation (FEMA P-58-3)”, Federal Emergency Management Agency, Washington, DC, USA, 2018b.
[18] ASCE, “Seismic evaluation and retrofit of existing buildings (ASCE 41-13)”, American Society of Civil Engineers, Reston, VA, USA, 2013.
[19] K.A. Porter, “Assembly-based vulnerability of buildings and its uses in seismic performance evaluation and risk-management decision-making”, Tesis de Doctorado, Universidad de Stanford, Stanford CA, USA, 2000.
[20] S.B., Richmond, “Operations research for management decisions”, Editorial John Wiley and Sons, Englewood, NJ, USA, 1969.
[21] I. Almulfti y M. Willford, “Resilience-based earthquake design initiative for the next generation of buildings: REDiTM Rating System”, ARUP, San Francisco, CA, EUA, 2013.
[22] GCDMX, “Normas técnicas complementarias para diseño por sismo”, Tomo I, No. 103-BIS, Gaceta Oficial del Distrito Federal, MX, 2004.
[23] C. Kohrs-Sansorny, F. Courboulex, M. Bour y A. Deschamps, “A two-stage method for ground-motion simulation using stochastic summation of small earthquakes”, Bulletin of the Seismological Society of America, vol. 95, no. 4, pp. 1387-1400, 2005. https://doi.org/10.1785/0120040211
[24] W. Joyner y D. Boore, “On simulating large earthquakes by Green´s function addition of smaller earthquakes”, Earthquake Source Mechanics, vol. 37, pp. 269-274, 1986. https://doi.org/10.1029/GM037p0269
[25] L. Wennerberg, “Stochastic summation of empirical Green´s functions”, Bulletin of the Seismological Society of America, vol. 80, pp. 1418-1432.
[26] M. Ordaz, J. Arboleda y S. Singh, “A scheme of random summation of an empirical Green´s function to estimate ground motions from future large earthquakes”, Bulletin of the Seismological Society of America, vol. 85, no. 6, pp. 1635-1647.
[27] S. Mazzoni, F. McKenna, M.H. Scott, G.L. Fenves, et al., “Open system for earthquake simulation (OpenSees)”, Pacific Earthquake Engineering Research Center, Universidad de California, Berkeley, CA, USA, 2007.
[28] G.A. Chang y J.B. Mander, “Seismic energy-based fatigue damage analysis of bridge columns: Part 1-Evaluation of seismic capacity”, Informe Técnico, NCEER-94-0006, Universidad Estatal de Nueva York, Búfalo, NY, USA, 1994.
[29] A. Giuffrè y P.E. Pinto, “Il comportamento del cemento armato per sollecitazioni cicliche di forte intensità”, Giornale del Genio Civile, Roma, ITA, 1970.
[30] S. Kadysiewski y K.M. Mosalam, “Modeling of unreinforced masonry infill walls considering in-plane and out-of-plane interaction”, Reporte Técnico, Núm. 2008/102, Pacific Earthquake Engineering Research, Universidad de California, Berkeley, CA, USA, 2009.
[31] GCDMX, “Norma técnica complementaria para el diseño por sismo”, No. 1229, Gaceta Oficial de la Ciudad de México, MX, 2023.