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Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings
Acelerações de piso para o desenho de elementos não estruturais e estruturais que não fazem parte do sistema de resistência sísmica em edifícios;
Aceleraciones de piso para diseño de elementos no estructurales y estructurales que no hacen parte del sistema de resistencia sísmica en edificios
dc.contributor.author | Barbosa, Ricardo E. | |
dc.contributor.author | Álvarez E., José J. | |
dc.contributor.author | Carrillo León, Julian | |
dc.date.accessioned | 2019-11-07T15:03:02Z | |
dc.date.available | 2019-11-07T15:03:02Z | |
dc.date.created | 2018-06-27 | |
dc.identifier.issn | 1692-3324 | |
dc.identifier.uri | http://hdl.handle.net/11407/5508 | |
dc.description.abstract | 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. | eng |
dc.description.abstract | 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. | por |
dc.description.abstract | 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. | spa |
dc.format.extent | p. 99-119 | spa |
dc.format.medium | Electrónico | spa |
dc.format.mimetype | application/pdf | |
dc.language.iso | spa | |
dc.publisher | Universidad de Medellín | spa |
dc.relation.uri | https://revistas.udem.edu.co/index.php/ingenierias/article/view/2183 | |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-sa/4.0/ | * |
dc.source | Revista Ingenierías Universidad de Medellín; Vol. 17 Núm. 33 (2018): Julio-Diciembre; 99-119 | spa |
dc.subject | Floor acceleration | eng |
dc.subject | Building contents | eng |
dc.subject | Earthquake damage | eng |
dc.subject | Instrumented building | eng |
dc.subject | Non-structural element | eng |
dc.subject | Seismic resistance system | eng |
dc.subject | Aceleração de piso | por |
dc.subject | Conteúdo de edifícios | por |
dc.subject | Dano por sismo | por |
dc.subject | Edifício instrumentado | por |
dc.subject | Elemento não estrutural | por |
dc.subject | Sistema de resistência sísmica | por |
dc.subject | Aceleración de piso | spa |
dc.subject | Contenido de edificios | spa |
dc.subject | Daño por sismo | spa |
dc.subject | Edificio instrumentado | spa |
dc.subject | Elemento no estructural | spa |
dc.subject | Sistema de resistencia sísmica | spa |
dc.title | Floor Accelerations for the Design of Non-Structural and Structural Elements that are not Part of the Seismic Resistance System in Buildings | eng |
dc.title | Acelerações de piso para o desenho de elementos não estruturais e estruturais que não fazem parte do sistema de resistência sísmica em edifícios | por |
dc.title | Aceleraciones de piso para diseño de elementos no estructurales y estructurales que no hacen parte del sistema de resistencia sísmica en edificios | spa |
dc.type | Article | eng |
dc.rights.accessrights | info:eu-repo/semantics/openAccess | |
dc.identifier.doi | https://doi.org/10.22395/rium.v17n33a5 | |
dc.relation.citationvolume | 17 | |
dc.relation.citationissue | 33 | |
dc.relation.citationstartpage | 99 | |
dc.relation.citationendpage | 119 | |
dc.audience | Comunidad Universidad de Medellín | spa |
dc.publisher.faculty | Facultad de Ingenierías | spa |
dc.coverage | 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.place | Medellín | spa |
dc.creator.affiliation | Barbosa, Ricardo E.; Florida Atlantic University | spa |
dc.creator.affiliation | Álvarez E., José J.; Sociedad Colombiana de Ingenieros, SCI | spa |
dc.creator.affiliation | Carrillo León, Julian; Departamento de Ingeniería Civil, Universidad Militar Nueva Granada, UMNG | spa |
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dc.rights.creativecommons | Attribution-NonCommercial-ShareAlike 4.0 International | * |
dc.identifier.eissn | 2248-4094 | |
dc.type.coar | http://purl.org/coar/resource_type/c_6501 | |
dc.type.version | info:eu-repo/semantics/publishedVersion | |
dc.type.local | Artículo científico | spa |
dc.type.driver | info:eu-repo/semantics/article | |
dc.identifier.reponame | reponame:Repositorio Institucional Universidad de Medellín | spa |
dc.identifier.repourl | repourl:https://repository.udem.edu.co/ | |
dc.identifier.instname | instname:Universidad de Medellín | spa |
dc.relation.ispartofjournal | Revista Ingenierías Universidad de Medellín | spa |
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