Seismic fragility assessment of reinforced concrete wall buildings in Colombia: Insights and implications for earthquake-resistant design

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dc.contributor.affiliationArroyo O., Colombian Earthquake Engineering Research Network (CEER), Bogotá, Colombia
dc.contributor.affiliationBonett R., Colombian Earthquake Engineering Research Network (CEER), Bogotá, Colombia, Universidad de Medellín, Medellín, Colombia
dc.contributor.affiliationVidales F., Universidad de Medellín, Medellín, Colombia
dc.contributor.affiliationOcampo J.J., Universidad de Medellín, Medellín, Colombia
dc.contributor.affiliationFeliciano D., Universidad de La Sabana, Chía, Colombia
dc.contributor.affiliationCarrillo J., Universidad Militar Nueva Granada (UMNG), Bogotá, Colombia
dc.contributor.affiliationNovoa D., Universidad de La Sabana, Chía, Colombia
dc.contributor.authorArroyo O.; Bonett R.; Vidales F.; Ocampo J.J.; Feliciano D.; Carrillo J.; Novoa D.
dc.date.accessioned2025-04-28T22:09:16Z
dc.date.available2025-04-28T22:09:16Z
dc.date.issued2025
dc.descriptionColombia is in a high seismicity area where the Nazca and South American plate converge. Past earthquakes in 1985 and 1999 caused considerable economic and human losses to the country. As part of a seismic risk mitigation strategy, the National Geological Service commissioned a nationwide seismic risk model in 2022, which required developing seismic fragility functions representative of the country building stock. This article presents the seismic fragility results for conventional and thin reinforced concrete (RC) wall buildings. Conventional RC walls are those fulfilling ACI 318 provisions, and thin RC wall buildings (TRCWBs) are those reinforced with a single layer of a welded wire mesh with limited ductility. Leveraging a database of 259 structural drawings and models, 91 building archetypes were created in OpenSeesPy using a modeling approach that approximates non-planar walls with the MVLEM-2D. These underwent nonlinear dynamic analyses with over 3000 hazard-consistent ground motions, recording inter-story drifts, floor accelerations, and element forces. The results were used to calculate seismic fragility functions that served as input for the application of the FEMA P-695 methodology. The findings of this study provide fragility parameters for buildings between 4 and 30 stories constructed in low, intermediate, and high seismic hazard in Colombia, which are suitable for development of seismic risk scenarios. In addition, results also suggest that the Colombian code provisions for TRCWB require adjustments. © The Author(s) 2024.
dc.identifier.doi10.1177/87552930241297564
dc.identifier.instnameinstname:Universidad de Medellínspa
dc.identifier.issn87552930
dc.identifier.reponamereponame:Repositorio Institucional Universidad de Medellínspa
dc.identifier.repourlrepourl:https://repository.udem.edu.co/
dc.identifier.urihttp://hdl.handle.net/11407/8817
dc.language.isoeng
dc.publisher.facultyFacultad de Ingenieríasspa
dc.publisher.programIngeniería Civilspa
dc.relation.isversionofhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85211617145&doi=10.1177%2f87552930241297564&partnerID=40&md5=a5c9d45f10ebef6e121fbee21f5f849b
dc.relation.referencesAbrahamson N.A., Al Atik L., Scenario spectra for design ground motions and risk calculation, (2010)
dc.relation.referencesArroyo O., Barros J., Ramos L., Comparison of the reinforced-concrete seismic provisions of the design codes of the United States, Colombia, and Ecuador for low-rise frames, Earthquake Spectra, 34, 2, pp. 441-458, (2018)
dc.relation.referencesArroyo O., Feliciano D., Carrillo J., Hube M.A., Seismic performance of mid-rise thin concrete wall buildings lightly reinforced with deformed bars or welded wire mesh, Engineering Structures, 241, (2021)
dc.relation.referencesArroyo O.D., Feliciano D.M., Carrillo J., Colombo J.I., Effect of modelling assumptions on the seismic performance assessment of thin reinforced concrete wall buildings, 2, pp. 3618-3628, (2020)
dc.relation.referencesArteta C.A., Abrahamson N.A., Conditional scenario spectra (CSS) for hazard-consistent analysis of engineering systems, Earthquake Spectra, 35, 2, pp. 737-757, (2019)
dc.relation.referencesArteta C.A., Araujo G.A., Torregroza A.M., Martinez A.F., Lu Y., Hybrid approach for simulating shear–flexure interaction in RC walls with nonlinear truss and fiber models, Bulletin of Earthquake Engineering, 17, 12, pp. 6437-6462, (2019)
dc.relation.referencesReglamento Colombiano de Construcción Sismo Resistente NSR-10, (2010)
dc.relation.referencesBaker J.W., Conditional mean spectrum: Tool for ground-motion selection, Journal of Structural Engineering, 137, 3, pp. 322-331, (2011)
dc.relation.referencesBaker J.W., Efficient analytical fragility function fitting using dynamic structural analysis, Earthquake Spectra, 31, 1, pp. 579-599, (2015)
dc.relation.referencesBaker J.W., Cornell C.A., Spectral shape, epsilon and record selection, Earthquake Engineering & Structural Dynamics, 35, 9, pp. 1077-1095, (2006)
dc.relation.referencesBlandon C.A., Arteta C.A., Bonett R.L., Carrillo J., Beyer K., Almeida J.P., Response of thin lightly-reinforced concrete walls under cyclic loading, Engineering Structures, 176, pp. 175-187, (2018)
dc.relation.referencesCando M.A., Hube M.A., Parra P.F., Arteta C.A., Effect of stiffness on the seismic performance of code-conforming reinforced concrete shear wall buildings, Engineering Structures, 219, (2020)
dc.relation.referencesCarrillo J., Cubillos E., Parra P., Modeling the seismic response of thin concrete walls using the non-linear Beam-Truss Model, Building Engineering, 52, (2022)
dc.relation.referencesCarrillo J., Diaz C., Arteta C.A., Tensile mechanical properties of the electro-welded wire meshes available in Bogotá, Colombia, Construction and Building Materials, 195, pp. 352-362, (2019)
dc.relation.referencesCarrillo J., Lizarazo J.M., Bonett R., Effect of lightweight and low-strength concrete on seismic performance of thin lightly-reinforced shear walls, Engineering Structures, 93, pp. 61-69, (2015)
dc.relation.referencesCarrillo J., Lozano H., Arteta C., Mechanical properties of steel reinforcing bars for concrete structures in central Colombia, Journal of Building Engineering, 33, (2021)
dc.relation.referencesContreras D., Popayan, the white city in Colombia, 35 years after the eartquake, (2018)
dc.relation.referencesEcheverria M.J., Junemann R., Liel A.B., Seismic fragility assessment of medium-rise fishbone-type reinforced concrete wall buildings, Journal of Building Engineering, 59, (2022)
dc.relation.referencesQuantification of Building Seismic Performance Factors FEMA P-695, (2009)
dc.relation.referencesKolozvari K., Wallace J.W., Practical nonlinear modeling of reinforced concrete structural walls, Journal of Structural Engineering, 142, 12, (2016)
dc.relation.referencesKolozvari K., Arteta C., Fischinger M., Gavridou S., Hube M., Isakovic T., Lowes L., Orakcal K., Vasquez J., Wallace J., Comparative study of state-of-the-art macroscopic models for planar reinforced concrete walls, ACI Structural Journal, 115, 6, (2018)
dc.relation.referencesKolozvari K., Kalbasi K., Orakcal K., Wallace J., Three-dimensional model for nonlinear analysis of slender flanged reinforced concrete walls, Engineering Structures, 236, (2021)
dc.relation.referencesKolozvari K., Lopez C.N., Massone L.M., Efficient three-dimensional shear-flexure interaction model for reinforced concrete walls, Engineering Structures, 294, (2023)
dc.relation.referencesKolozvari K., Orakcal K., Wallace J.W., Modeling of cyclic shear-flexure interaction in reinforced concrete structural walls—I: Theory, Journal of Structural Engineering, 141, 5, (2015)
dc.relation.referencesKolozvari K., Orakcal K., Wallace J.W., New opensees models for simulating nonlinear flexural and coupled shear-flexural behavior of RC walls and columns, Computers & Structures, 196, pp. 246-262, (2018)
dc.relation.referencesKolozvari K., Tran T.A., Orakcal K., Wallace J.W., Modeling of cyclic shear-flexure interaction in reinforced concrete structural walls—II: Experimental validation, Journal of Structural Engineering, 141, 5, (2015)
dc.relation.referencesLagos R., Kupfer M., Lindenberg J., Bonelli P., Saragoni P., Guendelman T., Massone L., Boroschek R., Yanez F., Seismic performance of high-rise concrete buildings in Chile, International Journal of High-Rise Buildings, 1, 3, pp. 181-194, (2012)
dc.relation.referencesLagos R., Lafontaine M., Bonelli P., Boroschek R., Guendelman T., Massone L.M., Saragoni R., Rojas F., Yanez F., The quest for resilience: The Chilean practice of seismic design for reinforced concrete buildings, Earthquake Spectra, 37, 1, pp. 26-45, (2021)
dc.relation.referencesLopez C.N., Massone L.M., Kolozvari K., Validation of an efficient shear-flexure interaction model for planar reinforced concrete walls, Engineering Structures, 252, (2022)
dc.relation.referencesLu X., Xie L., Guan H., Huang Y., Lu X., A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees, Finite Elements in Analysis and Design, 98, pp. 14-25, (2015)
dc.relation.referencesLu Y., Panagiotou M., Three-dimensional cyclic beam-truss model for nonplanar reinforced concrete walls, Journal of Structural Engineering, 140, 3, (2014)
dc.relation.referencesMander J.B., Priestley M.J.N., Park R., Theoretical stress strain model for confined concrete, Journal of Structural Engineering, 114, 8, pp. 1804-1826, (1988)
dc.relation.referencesOrtiz A., Carrillo J., Uncertainty of models for the modulus of elasticity of concrete in the American and Colombian codes, ACI Materials Journals, (2024)
dc.relation.referencesPark H., Eom T., Truss model for nonlinear analysis of RC members subject to cyclic loading, Journal of Structural Engineering, 133, 10, pp. 1351-1363, (2007)
dc.relation.referencesPozo J.D., Hube M.A., Kurama Y.C., Quantitative assessment of nonlinear macro-models for global behavior and design of planar RC walls, Engineering Structures, 224, (2020)
dc.relation.referencesRamos L., Hube M.A., Seismic response of reinforced concrete wall buildings with nonlinear coupling slabs, Engineering Structures, 234, (2021)
dc.relation.referencesModelo nacional de amenaza sísmica para Colombia, (2020)
dc.relation.referencesVasquez J.A., de la Llera J.C., Hube M.A., A regularized fiber element model for reinforced concrete shear walls, Earthquake Engineering & Structural Dynamics, 45, 13, pp. 2063-2083, (2016)
dc.relation.referencesZhu M., McKenna F., Scott M.H., OpenSeesPy: Python library for the OpenSees finite element framework, (2018)
dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.sourceEarthquake Spectra
dc.sourceEarthquake Spectra
dc.sourceScopus
dc.subjectFEMA P-695
dc.subjectRC wall buildings
dc.subjectSeismic design codes
dc.subjectSeismic fragility
dc.subjectThin RC wall buildings
dc.subjectArchitectural design
dc.subjectConcrete buildings
dc.subjectEarthquake effects
dc.subjectGeologic models
dc.subjectRisk management
dc.subjectSeismic response
dc.subjectStructural dynamics
dc.subjectThin walled structures
dc.subjectWalls (structural partitions)
dc.subjectWire drawing
dc.subjectColombia
dc.subjectFEMA P-695
dc.subjectFragility function
dc.subjectReinforced concrete wall
dc.subjectReinforced concrete wall building
dc.subjectSeismic design code
dc.subjectSeismic fragility
dc.subjectSeismic risk
dc.subjectThin reinforced concrete wall building
dc.subjectSeismic design
dc.subjectFEMA P-695
dc.subjectRC wall buildings
dc.subjectSeismic design codes
dc.subjectSeismic fragility
dc.subjectThin RC wall buildings
dc.titleSeismic fragility assessment of reinforced concrete wall buildings in Colombia: Insights and implications for earthquake-resistant design
dc.typeArticle
dc.type.localArtículo revisado por paresspa
dc.type.versioninfo:eu-repo/semantics/publishedVersion

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