Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings

The purpose is to evaluate the method used in the Colombian Earthquake Resistant Construction Regulations (NSR-10) to calculate the floor accelerations that are necessary to design non-structural elements and structural elements that are not part of the seismic resistance system. The study compares...

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Autores:: Barbosa, Ricardo E.
Álvarez E., José J.
Carrillo León, Julian

Tipo de recurso:: Article of journal

Fecha de publicación:: 2018

Institución:: Universidad de Medellín

Repositorio:: Repositorio UDEM

Idioma:: spa

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dc.title.eng.fl_str_mv	Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings
dc.title.por.fl_str_mv	Acelerações de piso para o desenho de elementos não estruturais e estruturais que não fazem parte do sistema de resistência sísmica em edifícios
dc.title.spa.fl_str_mv	Aceleraciones de piso para diseño de elementos no estructurales y estructurales que no hacen parte del sistema de resistencia sísmica en edificios
title	Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings
spellingShingle	Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings Floor acceleration Building contents Earthquake damage Instrumented building Non-structural element Seismic resistance system Aceleração de piso Conteúdo de edifícios Dano por sismo Edifício instrumentado Elemento não estrutural Sistema de resistência sísmica Aceleración de piso Contenido de edificios Daño por sismo Edificio instrumentado Elemento no estructural Sistema de resistencia sísmica
title_short	Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings
title_full	Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings
title_fullStr	Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings
title_full_unstemmed	Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings
title_sort	Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings
dc.creator.fl_str_mv	Barbosa, Ricardo E. Álvarez E., José J. Carrillo León, Julian
dc.contributor.author.none.fl_str_mv	Barbosa, Ricardo E. Álvarez E., José J. Carrillo León, Julian
dc.subject.eng.fl_str_mv	Floor acceleration Building contents Earthquake damage Instrumented building Non-structural element Seismic resistance system
topic	Floor acceleration Building contents Earthquake damage Instrumented building Non-structural element Seismic resistance system Aceleração de piso Conteúdo de edifícios Dano por sismo Edifício instrumentado Elemento não estrutural Sistema de resistência sísmica Aceleración de piso Contenido de edificios Daño por sismo Edificio instrumentado Elemento no estructural Sistema de resistencia sísmica
dc.subject.por.fl_str_mv	Aceleração de piso Conteúdo de edifícios Dano por sismo Edifício instrumentado Elemento não estrutural Sistema de resistência sísmica
dc.subject.spa.fl_str_mv	Aceleración de piso Contenido de edificios Daño por sismo Edificio instrumentado Elemento no estructural Sistema de resistencia sísmica
description	The purpose is to evaluate the method used in the Colombian Earthquake Resistant Construction Regulations (NSR-10) to calculate the floor accelerations that are necessary to design non-structural elements and structural elements that are not part of the seismic resistance system. The study compares the maximum floor accelerations calculated with NSR-10, ASCE 7-10, UBC-97, Eurocode 8-04 and NZS 1170.5-04, with the maximum floor accelerations measured in specimens tested on a vibrating table, and in existing buildings during real earthquakes. The article also proposes a modification to the method currently used by NSR-10. The proposed modification generates a more accurate estimate of the accelerations needed to design these elements in medium and high-rise buildings. The proposed recommendations are based on the results of the evaluation of the method currently used in NSR-10, the procedure used in other seismic-resistant standards, experimental results measured in reinforced concrete structure models and accelerations recorded in instrumented buildings.
publishDate	2018
dc.date.created.none.fl_str_mv	2018-06-27
dc.date.accessioned.none.fl_str_mv	2019-11-07T15:03:02Z
dc.date.available.none.fl_str_mv	2019-11-07T15:03:02Z
dc.type.eng.fl_str_mv	Article
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dc.identifier.issn.none.fl_str_mv	1692-3324
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dc.identifier.doi.none.fl_str_mv	https://doi.org/10.22395/rium.v17n33a5
dc.identifier.eissn.none.fl_str_mv	2248-4094
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url	http://hdl.handle.net/11407/5508 https://doi.org/10.22395/rium.v17n33a5
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dc.relation.uri.none.fl_str_mv	https://revistas.udem.edu.co/index.php/ingenierias/article/view/2183
dc.relation.citationvolume.none.fl_str_mv	17
dc.relation.citationissue.none.fl_str_mv	33
dc.relation.citationstartpage.none.fl_str_mv	99
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dc.relation.references.spa.fl_str_mv	[1] M. Rodríguez, J. Restrepo y J. Carr, “Earthquake-induced floor horizontal accelerations in buildings,” Journal of Earthquake Engineering and Structural Dynamics, vol. 31, pp. 693-718, 2002. [2] J. Jaramillo, “Evaluación aproximada de la aceleración absoluta en sistema de múltiples grados de libertad considerando la participación de n formas modales,” Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil, vol. 4, N°. 2, pp. 87-98, 2005. [3] J. Carrillo y G. González, “Evaluación de la demanda sísmica fuera del plano en edificios,” Revista Ciencia e Ingeniería Neogranadina, vol. 15, pp. 44-61, 2005. [4] NSR-10, Reglamento Colombiano de Construcción Sismo Resistente ‒NSR-10, Asociación Colombiana de Ingeniería Sísmica, AIS, Tomo 1, Bogotá, 2010. [5] ASCE 7-10, Minimum design loads for buildings and other structures, ASCE/SEI 7-10, Reston, VA, 2010. [6] UBC-97, “Uniform building code – Vol. 2: Structural engineering design provisions,” presentado en International Conference of Building Officials, Whittier, California, EE. UU., 1997. [7] Eurocódigo 8-04, Design of structures for earthquake resistance, European Committee for Standardization, 2004. [8] NZS 1170.5-04, New Zealand Standard: Structural design actions – Part 5: Earthquake actions. Standards, Nueva Zelanda, 2004. [9] FEMA, Reducing de risks of nonstructural earthquake damage –A practical guide, FEME E-74, Washington, 2012. [10] FEMA, NEHRP recommended provisions for seismic regulations for new buildings and other structures, Part 1: Provisions, FEMA 302, Washington, 1997. [11] FEMA, NEHRP recommended provisions for seismic regulations for new buildings and other structures, Part 2: Commentary, FEMA 303, Washington, 1997. [12] EngSolutions RCB, Structural software for analysis and design of reinforced concrete buildings for earthquake and wind forces, V8.5, EngSolutions, Inc., Florida, 2015. [13] M. Sozen, S. Otani, P. Gulkan y N. Nielsen, “The University of Illinois earthquake simulator,” presentado en Proceedings of the 4th World Conference on Earthquake Engineering, Santiago de Chile, vol. III, 1969. [14] A. Lepage, J. Shoemaker y A. Memari, “Accelerations of nonstructural components during nonlinear seismic response of multistory structures,” Journal of Architectural Engineering, ASCE, vol. 18, N°. 4, pp. 285-297, 2012. [15] J. Aristizabal y M. Sozen, “Behavior of ten-story reinforced concrete walls subjected to earthquake motions”, Structural Research Series, N°. 431, Univ. of Illinois, Urbana, Illinois, 1976. [16] J. Lybas y M. Sozen, “Effect of beam strength and stiffness on dynamic behavior of reinforced concrete coupled walls,” Structural Research Series, N°. 444, Univ. of Illinois, Urbana, Illinois, 1977. [17] D. Abrams y M. Sozen, “Experimental study of frame-wall interaction in reinforced concrete structures subjected to strong earthquake motions,” Structural Research Series, n°. 460, Univ. of Illinois, Urbana, Illinois, 1979. [18] J. Moehle y M. Sozen, “Experiments to study earthquake response of R/C structures with stiffness interruptions,” Structural Research Series, n°. 482, Univ. of Illinois, Urbana, Illinois, 1980. [19] T. Healey y M. Sozen, “Experimental study of the dynamic response of a ten-story reinforced concrete frame with a tall first story,” Structural Research Series, n°. 450, Univ. of Illinois, Urbana, Illinois, 1978. [20] J. Moehle y M. Sozen, “Earthquake simulations tests of a ten-story reinforced concrete frame with discontinued first-level beam,” Structural Research Series, n°. 451, Univ. of Illinois, Urbana, Illinois, 1978. [21] H. Ceceen, “Response of ten-story reinforced concrete model frames to simulated earthquakes,” Ph.D. thesis, Univ. of Illinois, Urbana, Illinois, 1979. [22] A. Schultz, “An experimental and analytical study of the earthquake response of R/C frames with yielding columns,” Ph.D. thesis, Univ. of Illinois, Urbana, Illinois, 1985. [23] S. Wood, “Experiments to study the earthquake response of concrete frames with setbacks,” Ph.D. thesis, Univ. of Illinois, Urbana, Illinois, 1986. [24] M. Eberhard y M. Sozen, “Experiments and analyses to study the seismic response of reinforced concrete frame-wall structures with yielding columns,” Structural Research Series No. 548, Univ. of Illinois, Urbana, Illinois, 1989. [25] NEEShub, “The George E. Brown, Jr. Network for Earthquake Engineering Simulation,” [En línea], Disponible: https://nees.org/warehouse, 2017. [26] CESMD, “Center for engineering strong motion data,”USGS, CGS, ANSS. [En línea], Disponible: https://www.strongmotioncenter.org, 2017. [27] R. Drake y R. Bachman, “1994 NEHRP Provisions for Architectural, Mechanical, and Electrical Components,” presentado en Proceedings of the 5th U.S. National Conference on Earthquake Engineering, 1994. [28] R. Drake y R. Bachman, “Interpretations of instrumented building seismic data and implications for building codes,” presentado en Proceedings of the 1995 SEAOC Annual Convention, 1995. [29] R. Goel y A. Chopra, “Period Formulas for Moment-Resisting Frame Buildings,” Journal Structural Engineering, ASCE, vol. 123, N°. 11, pp. 1454-1461, 1997.
dc.relation.ispartofjournal.spa.fl_str_mv	Revista Ingenierías Universidad de Medellín
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dc.format.extent.spa.fl_str_mv	p. 99-119
dc.format.medium.spa.fl_str_mv	Electrónico
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dc.coverage.none.fl_str_mv	Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degreesLong: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees
dc.publisher.spa.fl_str_mv	Universidad de Medellín
dc.publisher.faculty.spa.fl_str_mv	Facultad de Ingenierías
dc.publisher.place.spa.fl_str_mv	Medellín
dc.source.spa.fl_str_mv	Revista Ingenierías Universidad de Medellín; Vol. 17 Núm. 33 (2018): Julio-Diciembre; 99-119
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spelling	Barbosa, Ricardo E.Álvarez E., José J.Carrillo León, JulianBarbosa, Ricardo E.; Florida Atlantic UniversityÁlvarez E., José J.; Sociedad Colombiana de Ingenieros, SCICarrillo León, Julian; Departamento de Ingeniería Civil, Universidad Militar Nueva Granada, UMNG2019-11-07T15:03:02Z2019-11-07T15:03:02Z2018-06-271692-3324http://hdl.handle.net/11407/5508https://doi.org/10.22395/rium.v17n33a52248-4094reponame:Repositorio Institucional Universidad de Medellínrepourl:https://repository.udem.edu.co/instname:Universidad de MedellínThe purpose is to evaluate the method used in the Colombian Earthquake Resistant Construction Regulations (NSR-10) to calculate the floor accelerations that are necessary to design non-structural elements and structural elements that are not part of the seismic resistance system. The study compares the maximum floor accelerations calculated with NSR-10, ASCE 7-10, UBC-97, Eurocode 8-04 and NZS 1170.5-04, with the maximum floor accelerations measured in specimens tested on a vibrating table, and in existing buildings during real earthquakes. The article also proposes a modification to the method currently used by NSR-10. The proposed modification generates a more accurate estimate of the accelerations needed to design these elements in medium and high-rise buildings. The proposed recommendations are based on the results of the evaluation of the method currently used in NSR-10, the procedure used in other seismic-resistant standards, experimental results measured in reinforced concrete structure models and accelerations recorded in instrumented buildings.O propósito do artigo é avaliar o método usado no Regulamento colombiano de construção sismorresistente ( NSR-10) para calcular as acelerações de piso que são necessárias para desenhar elementos não estruturais e elementos estruturais que não fazem parte do sistema de resistência sísmica. No estudo, as acelerações máximas de pisos calculadas com as normas NSR-10, ASCE 7-10, UBC-97, o Eurocódigo 8-04 e NZS 1170.5-04 são comparadas com as acelerações máximas de piso medidas em modelos ensaiados em mesa vibratória e em construções existentes durante sismos reais. No artigo também se propõe uma modificação ao método utilizado atualmente pela NSR-10. A modificação proposta gera uma estimativa mais acertada das acelerações necessárias para desenhar esses elementos em edifícios de altura média e grande. As recomendações propostas se fundamentam nos resultados da avaliação do método usado atualmente na NSR-10, no procedimento usado em outras normas sismorresistentes, em resultados experimentais medidos em modelos de estruturas de concreto reforçado e em acelerações registradas em edifícios instrumentados.El propósito del artículo es evaluar el método usado en el Reglamento colombiano de construcción sismo resistente ( NSR-10) para calcular las aceleraciones de piso que son necesarias para diseñar elementos no estructurales y elementos estructurales que no hacen parte del sistema de resistencia sísmica. En el estudio se comparan las aceleraciones máximas de pisos calculadas con las normas NSR-10, ASCE 7-10, UBC-97, el Eurocódigo 8-04 y NZS 1170.5-04, con las aceleraciones máximas de piso medidas en especímenes ensayados en mesa vibratoria, y en edificaciones existentes durante sismos reales. En el artículo también se propone una modificación al método actualmente utilizado por la NSR-10. La modificación propuesta genera una estimación más acertada de las aceleraciones necesarias para diseñar estos elementos en edificios de mediana y gran altura. Las recomendaciones propuestas se fundamentan en los resultados de la evaluación del método usado actualmente en la NSR-10, el procedimiento usado en otras normas sismorresistentes, en resultados experimentales medidos en modelos de estructuras de concreto reforzado y en aceleraciones registradas en edificios instrumentados.p. 99-119Electrónicoapplication/pdfspaUniversidad de MedellínFacultad de IngenieríasMedellínhttps://revistas.udem.edu.co/index.php/ingenierias/article/view/2183173399119[1] M. Rodríguez, J. Restrepo y J. Carr, “Earthquake-induced floor horizontal accelerations in buildings,” Journal of Earthquake Engineering and Structural Dynamics, vol. 31, pp. 693-718, 2002.[2] J. Jaramillo, “Evaluación aproximada de la aceleración absoluta en sistema de múltiples grados de libertad considerando la participación de n formas modales,” Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil, vol. 4, N°. 2, pp. 87-98, 2005.[3] J. Carrillo y G. González, “Evaluación de la demanda sísmica fuera del plano en edificios,” Revista Ciencia e Ingeniería Neogranadina, vol. 15, pp. 44-61, 2005.[4] NSR-10, Reglamento Colombiano de Construcción Sismo Resistente ‒NSR-10, Asociación Colombiana de Ingeniería Sísmica, AIS, Tomo 1, Bogotá, 2010.[5] ASCE 7-10, Minimum design loads for buildings and other structures, ASCE/SEI 7-10, Reston, VA, 2010.[6] UBC-97, “Uniform building code – Vol. 2: Structural engineering design provisions,” presentado en International Conference of Building Officials, Whittier, California, EE. UU., 1997.[7] Eurocódigo 8-04, Design of structures for earthquake resistance, European Committee for Standardization, 2004.[8] NZS 1170.5-04, New Zealand Standard: Structural design actions – Part 5: Earthquake actions. Standards, Nueva Zelanda, 2004.[9] FEMA, Reducing de risks of nonstructural earthquake damage –A practical guide, FEME E-74, Washington, 2012.[10] FEMA, NEHRP recommended provisions for seismic regulations for new buildings and other structures, Part 1: Provisions, FEMA 302, Washington, 1997.[11] FEMA, NEHRP recommended provisions for seismic regulations for new buildings and other structures, Part 2: Commentary, FEMA 303, Washington, 1997.[12] EngSolutions RCB, Structural software for analysis and design of reinforced concrete buildings for earthquake and wind forces, V8.5, EngSolutions, Inc., Florida, 2015.[13] M. Sozen, S. Otani, P. Gulkan y N. Nielsen, “The University of Illinois earthquake simulator,” presentado en Proceedings of the 4th World Conference on Earthquake Engineering, Santiago de Chile, vol. III, 1969.[14] A. Lepage, J. Shoemaker y A. Memari, “Accelerations of nonstructural components during nonlinear seismic response of multistory structures,” Journal of Architectural Engineering, ASCE, vol. 18, N°. 4, pp. 285-297, 2012.[15] J. Aristizabal y M. Sozen, “Behavior of ten-story reinforced concrete walls subjected to earthquake motions”, Structural Research Series, N°. 431, Univ. of Illinois, Urbana, Illinois, 1976.[16] J. Lybas y M. Sozen, “Effect of beam strength and stiffness on dynamic behavior of reinforced concrete coupled walls,” Structural Research Series, N°. 444, Univ. of Illinois, Urbana, Illinois, 1977.[17] D. Abrams y M. Sozen, “Experimental study of frame-wall interaction in reinforced concrete structures subjected to strong earthquake motions,” Structural Research Series, n°. 460, Univ. of Illinois, Urbana, Illinois, 1979.[18] J. Moehle y M. Sozen, “Experiments to study earthquake response of R/C structures with stiffness interruptions,” Structural Research Series, n°. 482, Univ. of Illinois, Urbana, Illinois, 1980.[19] T. Healey y M. Sozen, “Experimental study of the dynamic response of a ten-story reinforced concrete frame with a tall first story,” Structural Research Series, n°. 450, Univ. of Illinois, Urbana, Illinois, 1978.[20] J. Moehle y M. Sozen, “Earthquake simulations tests of a ten-story reinforced concrete frame with discontinued first-level beam,” Structural Research Series, n°. 451, Univ. of Illinois, Urbana, Illinois, 1978.[21] H. Ceceen, “Response of ten-story reinforced concrete model frames to simulated earthquakes,” Ph.D. thesis, Univ. of Illinois, Urbana, Illinois, 1979.[22] A. Schultz, “An experimental and analytical study of the earthquake response of R/C frames with yielding columns,” Ph.D. thesis, Univ. of Illinois, Urbana, Illinois, 1985.[23] S. Wood, “Experiments to study the earthquake response of concrete frames with setbacks,” Ph.D. thesis, Univ. of Illinois, Urbana, Illinois, 1986.[24] M. Eberhard y M. Sozen, “Experiments and analyses to study the seismic response of reinforced concrete frame-wall structures with yielding columns,” Structural Research Series No. 548, Univ. of Illinois, Urbana, Illinois, 1989.[25] NEEShub, “The George E. Brown, Jr. Network for Earthquake Engineering Simulation,” [En línea], Disponible: https://nees.org/warehouse, 2017.[26] CESMD, “Center for engineering strong motion data,”USGS, CGS, ANSS. [En línea], Disponible: https://www.strongmotioncenter.org, 2017.[27] R. Drake y R. Bachman, “1994 NEHRP Provisions for Architectural, Mechanical, and Electrical Components,” presentado en Proceedings of the 5th U.S. National Conference on Earthquake Engineering, 1994.[28] R. Drake y R. Bachman, “Interpretations of instrumented building seismic data and implications for building codes,” presentado en Proceedings of the 1995 SEAOC Annual Convention, 1995.[29] R. Goel y A. Chopra, “Period Formulas for Moment-Resisting Frame Buildings,” Journal Structural Engineering, ASCE, vol. 123, N°. 11, pp. 1454-1461, 1997.Revista Ingenierías Universidad de Medellínhttp://creativecommons.org/licenses/by-nc-sa/4.0/Attribution-NonCommercial-ShareAlike 4.0 Internationalhttp://purl.org/coar/access_right/c_abf2Revista Ingenierías Universidad de Medellín; Vol. 17 Núm. 33 (2018): Julio-Diciembre; 99-119Floor accelerationBuilding contentsEarthquake damageInstrumented buildingNon-structural elementSeismic resistance systemAceleração de pisoConteúdo de edifíciosDano por sismoEdifício instrumentadoElemento não estruturalSistema de resistência sísmicaAceleración de pisoContenido de edificiosDaño por sismoEdificio instrumentadoElemento no estructuralSistema de resistencia sísmicaFloor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in BuildingsAcelerações de piso para o desenho de elementos não estruturais e estruturais que não fazem parte do sistema de resistência sísmica em edifíciosAceleraciones de piso para diseño de elementos no estructurales y estructurales que no hacen parte del sistema de resistencia sísmica en edificiosArticlehttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Artículo científicoinfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a85Comunidad Universidad de MedellínLat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degreesLong: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees11407/5508oai:repository.udem.edu.co:11407/55082021-05-14 14:29:44.66Repositorio Institucional Universidad de Medellinrepositorio@udem.edu.co

Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings

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