Response of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquake

The response of mid-rise reinforced concrete (RC) buildings in Mexico City after the 2017 Puebla Earthquake is assessed through combined field and computational investigation. The Mw 7.1 earthquake damaged more than 500 buildings where most of them are classified as mid-rise RC frames with infill wa...

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Fecha de publicación:: 2019

Institución:: Universidad de Medellín

Repositorio:: Repositorio UDEM

Idioma:: eng

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network_acronym_str	REPOUDEM2
network_name_str	Repositorio UDEM
repository_id_str
dc.title.none.fl_str_mv	Response of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquake
title	Response of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquake
spellingShingle	Response of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquake Ductility Earthquakes Infill drilling Walls (structural partitions) Computational investigation Ductility capacity Framed structure Inelastic modeling Non-structural damage Post-earthquake reconnaissances Reinforced concrete frame buildings Widespread damage Reinforced concrete
title_short	Response of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquake
title_full	Response of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquake
title_fullStr	Response of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquake
title_full_unstemmed	Response of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquake
title_sort	Response of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquake
dc.subject.none.fl_str_mv	Ductility Earthquakes Infill drilling Walls (structural partitions) Computational investigation Ductility capacity Framed structure Inelastic modeling Non-structural damage Post-earthquake reconnaissances Reinforced concrete frame buildings Widespread damage Reinforced concrete
topic	Ductility Earthquakes Infill drilling Walls (structural partitions) Computational investigation Ductility capacity Framed structure Inelastic modeling Non-structural damage Post-earthquake reconnaissances Reinforced concrete frame buildings Widespread damage Reinforced concrete
description	The response of mid-rise reinforced concrete (RC) buildings in Mexico City after the 2017 Puebla Earthquake is assessed through combined field and computational investigation. The Mw 7.1 earthquake damaged more than 500 buildings where most of them are classified as mid-rise RC frames with infill walls. A multinational team from Colombia, Mexico, and the United States was rapidly deployed within a week of the occurrence of the event to investigate the structural and nonstructural damage levels of over 60 RC buildings with 2 12 stories. The results of the study confirmed that older mid-rise structures with limited ductility capacity may have been shaken past their capacity. To elucidate the widespread damage in mid-rise RC framed structures, the post-earthquake reconnaissance effort is complemented with inelastic modeling and simulation of several representative RC framing systems with and without masonry infill walls. It was confirmed that the addition of non-isolated masonry infills significantly impacts the ductility capacity and increases the potential for a soft-story mechanism formation in RC frames originally analyzed and designed to be bare systems. © 2019, Earthquake Engineering Research Institute
publishDate	2019
dc.date.accessioned.none.fl_str_mv	2020-04-29T14:53:40Z
dc.date.available.none.fl_str_mv	2020-04-29T14:53:40Z
dc.date.none.fl_str_mv	2019
dc.type.eng.fl_str_mv	Review
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dc.type.driver.none.fl_str_mv	info:eu-repo/semantics/article
dc.identifier.issn.none.fl_str_mv	87552930
dc.identifier.uri.none.fl_str_mv	http://hdl.handle.net/11407/5686
dc.identifier.doi.none.fl_str_mv	10.1193/061218EQS144M
identifier_str_mv	87552930 10.1193/061218EQS144M
url	http://hdl.handle.net/11407/5686
dc.language.iso.none.fl_str_mv	eng
language	eng
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dc.relation.citationvolume.none.fl_str_mv	35
dc.relation.citationissue.none.fl_str_mv	4
dc.relation.citationstartpage.none.fl_str_mv	1763
dc.relation.citationendpage.none.fl_str_mv	1793
dc.relation.references.none.fl_str_mv	Abrahamson, N.A., Gregor, N., Addo, K., BCHydro ground motion prediction equations for subduction earthquakes (2016) Earthquake Spectra, 32, pp. 23-44 Ancheta, T.D., Darragh, R.B., Stewart, J.P., Seyhan, E., Silva, W.J., Chiou, B.S.-J., Wooddell, K.E., Donahue, J.L., NGA-West2 database (2014) Earthquake Spectra, 30, pp. 989-1005 Arteta, C.A., (2015) Seismic Response Assessment of Thin Boundary Elements of Special Concrete Shear Walls, , Ph.D Thesis, University of California, Berkeley, CA (2016) Minimum Design Loads for Buildings and Other Structures, , American Society of Civil Engineers ASCE, ASCE/SEI 7-16, Reston, VA Bommer, J.J., Akkar, S., Consistent source-to-site distance metrics in ground-motion prediction equations and seismic source models for PSHA (2012) Earthquake Spectra, 28, pp. 1-15 Carrillo, J., Hernández-Barrios, H., Rubiano-Fonseca, A., Analysis of the earthquake-resistant design approach for buildings in Mexico, (2014) Ingeniería, Investigación Y Tecnología, 15, pp. 151-162 Coleman, J., Spacone, E., Localization issues in force-based frame elements (2001) Journal of Structural Engineering, 127, pp. 1257-1265 Crisafulli, F.J., (1997) Seismic Behaviour of Reinforced Concrete Structures with Masonry Infills, , Ph.D Thesis, University of Canterbury, Christchurch Crisafulli, F.J., Carr, A.J., Park, R., Experimental response of framed masonry structures designed with new reinforcing details (2005) Bulletin of the New Zealand Society for Earthquake Engineering, 38, pp. 19-32 Chávez-García, F.J., Bard, P.-Y., Site effects in Mexico City eight years after the September 1985 Michoacan earthquakes (1994) Soil Dynamics and Earthquake Engineering, 13, pp. 229-247 Chopra, A.K., Goel, R.K., A modal pushover analysis procedure for estimating seismic demands for buildings (2002) Earthquake Engineering & Structural Dynamics, 31, pp. 561-582 Chrysostomou, C.Z., Gergely, P., Abel, J.F., A six-strut model for nonlinear dynamic analysis of steel infilled frames (2002) International Journal of Structural Stability and Dynamics, 2, pp. 335-353 (1998) European Macroseismic Scale 1998, , European Seismological Commission ESC, Luxembourg (2009) Quantification of Building Seismic Performance Factors, , Federal Emergency Management Agency FEMA, Tech. Rep. FEMA-P695, Washington, DC (2015) NEHRP Recommended Seismic Provisions for New Buildings and Other Structures, , Federal Emergency Management Agency FEMA, Tech. Rep. FEMA-P1050-1, Washington, DC Garcia, D., Singh, S., Herráiz, M., Ordaz, M.G., Pacheco, J., Inslab earthquakes of Central Mexico: Peak ground-motion parameters and response spectra (2005) Bulletin of the Seismological Society of America, 95, pp. 2272-2282 (2014) Report on the SARA Exposure and Vulnerability Workshop in Medellin Colombia, , Global Earthquake Model GEM, GEM Foundation, Pavia, Italy (2016) How Exposed Is South America to Earthquakes?, , Global Earthquake Model GEM, Pavia, Italy Gulkan, P., Sozen, M.A., Procedure for determining seismic vulnerability of building structures (1999) Structural Journal, 96 Han-Seon, L., Sung-Woo, W., Effect of masonry infills on seismic performance of a 3-storey R/C frame with non-seismic detailing (2002) Earthquake Engineering & Structural Dynamics, 31, pp. 353-378 Hashemi, A., Mosalam, K.M., Shake-table experiment on reinforced concrete structure containing masonry infill wall (2006) Earthquake Engineering & Structural Dynamics, 35, pp. 1827-1852 Jansen, D.C., Shah, S.P., Effect of length on compressive strain softening of concrete (1997) Journal of Engineering Mechanics, 123, pp. 25-35 Kramer, S.L., (1996) Geotechnical Earthquake Engineering, , Pearson, Upper Saddle River, NJ Mayoral, J.M., Hutchinson, T.C., Franke, K.W., (2017) Geotechnical Engineering Reconnaissance of the 19 September 2017 Mw 7.1 Puebla-Mexico City Earthquake, , Version 2.0, Tech. Rep. GEER-055A, Geotechnical Extreme Events Reconnaissance Association Mazzoni, S., McKenna, F., Fenves, G.L., Steel02 & hysteretic Material behavior (2007) OpenSees Comparison of Modelling Tools, , Pacific Earthquake Engineering Research Center, Berkeley, CA McKenna, F., Fenves, G.L., Scott, M.H., Jeremic, B., (2000) Open System for Earthquake Engineering Simulation (OpenSees), Version 2.4.3.,, , http://opensees.berkeley.edu/, software Mehrabi, A.B., Benson Shing, P., Schuller, M.P., Noland, J.L., Experimental evaluation of masonry-infilled RC frames (1996) Journal of Structural Engineering, 122, pp. 228-237 Meli, R., (1994) Structural Design of Masonry Buildings: The Mexican Practice, 147, pp. 239-262. , American Concrete Institute, ACI Special Publication (2017) Resumen Preliminar De Daños De Los Inmuebles Inspeccionados Por Las Brigadas Del CICM Del Sismo Del 19/09/2017, , Mexican School of Civil Engineers CICM, Mexico City, Mexico Mosalam, K.M., Günay, S., Progressive collapse analysis of reinforced concrete frames with unreinforced masonry infill walls considering in-plane/out-of-plane interaction (2015) Earthquake Spectra, 31, pp. 921-943 Muriá, D., González, R., Dynamic properties of building in Mexico City (1995) Ingeniería Sísmica, 351, pp. 24-45 (2017) Parámetros Del Movimiento Del Suelo Sismo De Puebla-Morelos (Mw 7.1), , National Autonomous University of Mexico UNAM, de septiembre de 2017, Mexico City, Mexico (1976) Normas Tecnicas Complementarias para Diseño Y Construcción De Estructuras De Concreto, , NTC-C, Gaceta Oficial del Distrito Federal, Mexico City, Mexico (1976) Normas Tecnicas Complementarias para Diseño Por Sismo, , NTC-S, Gaceta Oficial del Distrito Federal, Mexico City, Mexico (2004) Normas Tecnicas Complementarias para Diseño Por Sismo, , NTC-S, Gaceta Oficial del Distrito Federal, Mexico City, Mexico (2012) Industria De La Construcción - Mampostería - Bloques, Tabiques O Ladrillos Y Tabicones para Uso Estructural Especificaciones Y Métodos De Ensayo, , ONNCE, NMX-C-404ONNCCE-2012, Mexico City, Mexico Ordaz, M., Miranda, E., Avilés, J., Propuesta de espectros de diseño por sismo para el DF (2003) Revista Internacional De Ingeniería De Estructuras, 8, pp. 189-207 Reinoso, E., Jaimes, M.A., Torres, M.A., Evaluation of building code compliance in Mexico City: Mid-rise dwellings AU Reinoso, Eduardo (2016) Building Research & Information, 44, pp. 202-213 Ruiz-García, J., Miranda, E., Inelastic displacement ratios for evaluation of existing structures (2003) Earthquake Engineering & Structural Dynamics, 32, pp. 1237-1258 Ruiz-García, J., Miranda, E., Inelastic displacement ratios for evaluation of structures built on soft soil sites (2006) Earthquake Engineering & Structural Dynamics, 35, pp. 679-694 Sahakian, V.J., Melgar, D., Quintanar, L., Ramírez-Guzmán, L., Pérez-Campos, X., Baltay, A., Ground motions from the 7 and 19 September 2017 Tehuantepec and Puebla-Morelos, Mexico, Earthquakes (2018) Bulletin of the Seismological Society of America, 108, pp. 3300-3312 Saiidi, M., Sozen, M.A., Simple nonlinear seismic analysis of R/C structures (1981) Journal of the Structural Division, 107, pp. 937-953 Scott, M., Filippou, F.C., (2016) Hysteretic Material, , http://opensees.berkeley.edu/wiki/index.php/Hysteretic_Material, last accessed 16 November 2018 Spacone, E., Filippou, F.C., Taucer, F.F., Fibre beam-column model for non-linear analysis of R/C frame: Part I. Formulation (1996) Earthquake Engineering and Structural Dynamics, 25, pp. 711-725 Takeda, T., Sozen, M.A., Nielsen, N.N., Reinforced concrete response to simulated earthquakes (1970) Journal of the Structural Division, 96, pp. 2557-2573 (2017) Updated Finite Fault Results for the Sep 19, 2017 Mw 7.1 Earthquake, , https://earthquake.usgs.gov/archive/product/finite-fault/us2000ar20/us/1506135689560/2000ar20.html, version 2), last accessed 12 April 2018 Wittmann, F., Rokugo, K., Brühwiler, E., Mihashi, H., Simonin, P., Fracture energy and strain softening of concrete as determined by means of compact tension specimens (1988) Materials and Structures, 21, pp. 21-32
dc.rights.coar.fl_str_mv	http://purl.org/coar/access_right/c_16ec
rights_invalid_str_mv	http://purl.org/coar/access_right/c_16ec
dc.publisher.none.fl_str_mv	Earthquake Engineering Research Institute
dc.publisher.program.none.fl_str_mv	Ingeniería Civil
dc.publisher.faculty.none.fl_str_mv	Facultad de Ingenierías
publisher.none.fl_str_mv	Earthquake Engineering Research Institute
dc.source.none.fl_str_mv	Earthquake Spectra
institution	Universidad de Medellín
repository.name.fl_str_mv	Repositorio Institucional Universidad de Medellin
repository.mail.fl_str_mv	repositorio@udem.edu.co
_version_	1814159252535640064
spelling	20192020-04-29T14:53:40Z2020-04-29T14:53:40Z87552930http://hdl.handle.net/11407/568610.1193/061218EQS144MThe response of mid-rise reinforced concrete (RC) buildings in Mexico City after the 2017 Puebla Earthquake is assessed through combined field and computational investigation. The Mw 7.1 earthquake damaged more than 500 buildings where most of them are classified as mid-rise RC frames with infill walls. A multinational team from Colombia, Mexico, and the United States was rapidly deployed within a week of the occurrence of the event to investigate the structural and nonstructural damage levels of over 60 RC buildings with 2 12 stories. The results of the study confirmed that older mid-rise structures with limited ductility capacity may have been shaken past their capacity. To elucidate the widespread damage in mid-rise RC framed structures, the post-earthquake reconnaissance effort is complemented with inelastic modeling and simulation of several representative RC framing systems with and without masonry infill walls. It was confirmed that the addition of non-isolated masonry infills significantly impacts the ductility capacity and increases the potential for a soft-story mechanism formation in RC frames originally analyzed and designed to be bare systems. © 2019, Earthquake Engineering Research InstituteengEarthquake Engineering Research InstituteIngeniería CivilFacultad de Ingenieríashttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85074544448&doi=10.1193%2f061218EQS144M&partnerID=40&md5=1180bd74aceb3374214606be8b02f09e35417631793Abrahamson, N.A., Gregor, N., Addo, K., BCHydro ground motion prediction equations for subduction earthquakes (2016) Earthquake Spectra, 32, pp. 23-44Ancheta, T.D., Darragh, R.B., Stewart, J.P., Seyhan, E., Silva, W.J., Chiou, B.S.-J., Wooddell, K.E., Donahue, J.L., NGA-West2 database (2014) Earthquake Spectra, 30, pp. 989-1005Arteta, C.A., (2015) Seismic Response Assessment of Thin Boundary Elements of Special Concrete Shear Walls, , Ph.D Thesis, University of California, Berkeley, CA(2016) Minimum Design Loads for Buildings and Other Structures, , American Society of Civil Engineers ASCE, ASCE/SEI 7-16, Reston, VABommer, J.J., Akkar, S., Consistent source-to-site distance metrics in ground-motion prediction equations and seismic source models for PSHA (2012) Earthquake Spectra, 28, pp. 1-15Carrillo, J., Hernández-Barrios, H., Rubiano-Fonseca, A., Analysis of the earthquake-resistant design approach for buildings in Mexico, (2014) Ingeniería, Investigación Y Tecnología, 15, pp. 151-162Coleman, J., Spacone, E., Localization issues in force-based frame elements (2001) Journal of Structural Engineering, 127, pp. 1257-1265Crisafulli, F.J., (1997) Seismic Behaviour of Reinforced Concrete Structures with Masonry Infills, , Ph.D Thesis, University of Canterbury, ChristchurchCrisafulli, F.J., Carr, A.J., Park, R., Experimental response of framed masonry structures designed with new reinforcing details (2005) Bulletin of the New Zealand Society for Earthquake Engineering, 38, pp. 19-32Chávez-García, F.J., Bard, P.-Y., Site effects in Mexico City eight years after the September 1985 Michoacan earthquakes (1994) Soil Dynamics and Earthquake Engineering, 13, pp. 229-247Chopra, A.K., Goel, R.K., A modal pushover analysis procedure for estimating seismic demands for buildings (2002) Earthquake Engineering & Structural Dynamics, 31, pp. 561-582Chrysostomou, C.Z., Gergely, P., Abel, J.F., A six-strut model for nonlinear dynamic analysis of steel infilled frames (2002) International Journal of Structural Stability and Dynamics, 2, pp. 335-353(1998) European Macroseismic Scale 1998, , European Seismological Commission ESC, Luxembourg(2009) Quantification of Building Seismic Performance Factors, , Federal Emergency Management Agency FEMA, Tech. Rep. FEMA-P695, Washington, DC(2015) NEHRP Recommended Seismic Provisions for New Buildings and Other Structures, , Federal Emergency Management Agency FEMA, Tech. Rep. FEMA-P1050-1, Washington, DCGarcia, D., Singh, S., Herráiz, M., Ordaz, M.G., Pacheco, J., Inslab earthquakes of Central Mexico: Peak ground-motion parameters and response spectra (2005) Bulletin of the Seismological Society of America, 95, pp. 2272-2282(2014) Report on the SARA Exposure and Vulnerability Workshop in Medellin Colombia, , Global Earthquake Model GEM, GEM Foundation, Pavia, Italy(2016) How Exposed Is South America to Earthquakes?, , Global Earthquake Model GEM, Pavia, ItalyGulkan, P., Sozen, M.A., Procedure for determining seismic vulnerability of building structures (1999) Structural Journal, 96Han-Seon, L., Sung-Woo, W., Effect of masonry infills on seismic performance of a 3-storey R/C frame with non-seismic detailing (2002) Earthquake Engineering & Structural Dynamics, 31, pp. 353-378Hashemi, A., Mosalam, K.M., Shake-table experiment on reinforced concrete structure containing masonry infill wall (2006) Earthquake Engineering & Structural Dynamics, 35, pp. 1827-1852Jansen, D.C., Shah, S.P., Effect of length on compressive strain softening of concrete (1997) Journal of Engineering Mechanics, 123, pp. 25-35Kramer, S.L., (1996) Geotechnical Earthquake Engineering, , Pearson, Upper Saddle River, NJMayoral, J.M., Hutchinson, T.C., Franke, K.W., (2017) Geotechnical Engineering Reconnaissance of the 19 September 2017 Mw 7.1 Puebla-Mexico City Earthquake, , Version 2.0, Tech. Rep. GEER-055A, Geotechnical Extreme Events Reconnaissance AssociationMazzoni, S., McKenna, F., Fenves, G.L., Steel02 & hysteretic Material behavior (2007) OpenSees Comparison of Modelling Tools, , Pacific Earthquake Engineering Research Center, Berkeley, CAMcKenna, F., Fenves, G.L., Scott, M.H., Jeremic, B., (2000) Open System for Earthquake Engineering Simulation (OpenSees), Version 2.4.3.,, , http://opensees.berkeley.edu/, softwareMehrabi, A.B., Benson Shing, P., Schuller, M.P., Noland, J.L., Experimental evaluation of masonry-infilled RC frames (1996) Journal of Structural Engineering, 122, pp. 228-237Meli, R., (1994) Structural Design of Masonry Buildings: The Mexican Practice, 147, pp. 239-262. , American Concrete Institute, ACI Special Publication(2017) Resumen Preliminar De Daños De Los Inmuebles Inspeccionados Por Las Brigadas Del CICM Del Sismo Del 19/09/2017, , Mexican School of Civil Engineers CICM, Mexico City, MexicoMosalam, K.M., Günay, S., Progressive collapse analysis of reinforced concrete frames with unreinforced masonry infill walls considering in-plane/out-of-plane interaction (2015) Earthquake Spectra, 31, pp. 921-943Muriá, D., González, R., Dynamic properties of building in Mexico City (1995) Ingeniería Sísmica, 351, pp. 24-45(2017) Parámetros Del Movimiento Del Suelo Sismo De Puebla-Morelos (Mw 7.1), , National Autonomous University of Mexico UNAM, de septiembre de 2017, Mexico City, Mexico(1976) Normas Tecnicas Complementarias para Diseño Y Construcción De Estructuras De Concreto, , NTC-C, Gaceta Oficial del Distrito Federal, Mexico City, Mexico(1976) Normas Tecnicas Complementarias para Diseño Por Sismo, , NTC-S, Gaceta Oficial del Distrito Federal, Mexico City, Mexico(2004) Normas Tecnicas Complementarias para Diseño Por Sismo, , NTC-S, Gaceta Oficial del Distrito Federal, Mexico City, Mexico(2012) Industria De La Construcción - Mampostería - Bloques, Tabiques O Ladrillos Y Tabicones para Uso Estructural Especificaciones Y Métodos De Ensayo, , ONNCE, NMX-C-404ONNCCE-2012, Mexico City, MexicoOrdaz, M., Miranda, E., Avilés, J., Propuesta de espectros de diseño por sismo para el DF (2003) Revista Internacional De Ingeniería De Estructuras, 8, pp. 189-207Reinoso, E., Jaimes, M.A., Torres, M.A., Evaluation of building code compliance in Mexico City: Mid-rise dwellings AU Reinoso, Eduardo (2016) Building Research & Information, 44, pp. 202-213Ruiz-García, J., Miranda, E., Inelastic displacement ratios for evaluation of existing structures (2003) Earthquake Engineering & Structural Dynamics, 32, pp. 1237-1258Ruiz-García, J., Miranda, E., Inelastic displacement ratios for evaluation of structures built on soft soil sites (2006) Earthquake Engineering & Structural Dynamics, 35, pp. 679-694Sahakian, V.J., Melgar, D., Quintanar, L., Ramírez-Guzmán, L., Pérez-Campos, X., Baltay, A., Ground motions from the 7 and 19 September 2017 Tehuantepec and Puebla-Morelos, Mexico, Earthquakes (2018) Bulletin of the Seismological Society of America, 108, pp. 3300-3312Saiidi, M., Sozen, M.A., Simple nonlinear seismic analysis of R/C structures (1981) Journal of the Structural Division, 107, pp. 937-953Scott, M., Filippou, F.C., (2016) Hysteretic Material, , http://opensees.berkeley.edu/wiki/index.php/Hysteretic_Material, last accessed 16 November 2018Spacone, E., Filippou, F.C., Taucer, F.F., Fibre beam-column model for non-linear analysis of R/C frame: Part I. Formulation (1996) Earthquake Engineering and Structural Dynamics, 25, pp. 711-725Takeda, T., Sozen, M.A., Nielsen, N.N., Reinforced concrete response to simulated earthquakes (1970) Journal of the Structural Division, 96, pp. 2557-2573(2017) Updated Finite Fault Results for the Sep 19, 2017 Mw 7.1 Earthquake, , https://earthquake.usgs.gov/archive/product/finite-fault/us2000ar20/us/1506135689560/2000ar20.html, version 2), last accessed 12 April 2018Wittmann, F., Rokugo, K., Brühwiler, E., Mihashi, H., Simonin, P., Fracture energy and strain softening of concrete as determined by means of compact tension specimens (1988) Materials and Structures, 21, pp. 21-32Earthquake SpectraDuctilityEarthquakesInfill drillingWalls (structural partitions)Computational investigationDuctility capacityFramed structureInelastic modelingNon-structural damagePost-earthquake reconnaissancesReinforced concrete frame buildingsWidespread damageReinforced concreteResponse of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquakeReviewinfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_2df8fbb1Arteta, C.A., Department of Civil and Environmental Engineering, Universidad del Norte, Barranquilla, Colombia; Carrillo, J., Department of Civil Engineering, Universidad Militar Nueva Granada, Bogotá, Colombia; Archbold, J., Department of Civil and Environmental Engineering, Universidad del Norte, Barranquilla, Colombia, Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94720-1710, United States; Gaspar, D., Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94720-1710, United States; Pajaro, C., Department of Civil and Environmental Engineering, Universidad del Norte, Barranquilla, Colombia; Araujo, G., Department of Civil and Environmental Engineering, Universidad del Norte, Barranquilla, Colombia; Torregroza, A., Department of Civil and Environmental Engineering, Universidad del Norte, Barranquilla, Colombia; Bonett, R., Department of Civil and Environmental Engineering, Universidad de Medellín, Medellín, Colombia; Blandon, C., Department of Civil and Environmental Engineering, Escuela de Ingeniería de Antioquia, Medellín, Colombia; Fernandez-Sola, L.R., Department of Materials, Universidad Autónoma Metropolitana-Azcapotzalco, Mexico City, Mexico; Correal, J.F., Department of Civil and Environmental Engineering, Universidad de los Andes, Bogotá, Colombia; Mosalam, K.M., Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94720-1710, United States, Pacific Earthquake Engineering Research (PEER) Center, University of California, Berkeley, CA 94720-1710, United Stateshttp://purl.org/coar/access_right/c_16ecArteta C.A.Carrillo J.Archbold J.Gaspar D.Pajaro C.Araujo G.Torregroza A.Bonett R.Blandon C.Fernandez-Sola L.R.Correal J.F.Mosalam K.M.11407/5686oai:repository.udem.edu.co:11407/56862020-05-27 19:09:40.461Repositorio Institucional Universidad de Medellinrepositorio@udem.edu.co

Response of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquake

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