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

dc.creatorArteta C.A.
dc.creatorCarrillo J.
dc.creatorArchbold J.
dc.creatorGaspar D.
dc.creatorPajaro C.
dc.creatorAraujo G.
dc.creatorTorregroza A.
dc.creatorBonett R.
dc.creatorBlandon C.
dc.creatorFernandez-Sola L.R.
dc.creatorCorreal J.F.
dc.creatorMosalam K.M.
dc.date2019
dc.date.accessioned2020-04-29T14:53:40Z
dc.date.available2020-04-29T14:53:40Z
dc.identifier.issn87552930
dc.identifier.urihttp://hdl.handle.net/11407/5686
dc.descriptionThe 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
dc.language.isoeng
dc.publisherEarthquake Engineering Research Institute
dc.relation.isversionofhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85074544448&doi=10.1193%2f061218EQS144M&partnerID=40&md5=1180bd74aceb3374214606be8b02f09e
dc.sourceEarthquake Spectra
dc.subjectDuctility
dc.subjectEarthquakes
dc.subjectInfill drilling
dc.subjectWalls (structural partitions)
dc.subjectComputational investigation
dc.subjectDuctility capacity
dc.subjectFramed structure
dc.subjectInelastic modeling
dc.subjectNon-structural damage
dc.subjectPost-earthquake reconnaissances
dc.subjectReinforced concrete frame buildings
dc.subjectWidespread damage
dc.subjectReinforced concrete
dc.titleResponse of mid-rise reinforced concrete frame buildings to the 2017 Puebla earthquake
dc.typeRevieweng
dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.publisher.programIngeniería Civil
dc.identifier.doi10.1193/061218EQS144M
dc.relation.citationvolume35
dc.relation.citationissue4
dc.relation.citationstartpage1763
dc.relation.citationendpage1793
dc.publisher.facultyFacultad de Ingenierías
dc.affiliationArteta, 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 States
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