Efficiency of elastomeric isolators in reducing seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records
Descripción del Articulo
The present work seeks to determine how the efficiency of elastomeric isolators influences the reduction of seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records. Methodology: Applied type study, based on the ASCE/SEI 7-22 code and on the Technical S...
| Autores: | , |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2022 |
| Institución: | Universidad Nacional Federico Villarreal |
| Repositorio: | Revistas - Universidad Nacional Federico Villarreal |
| Lenguaje: | español |
| OAI Identifier: | oai:ojs2.revistas.unfv.edu.pe:article/1437 |
| Enlace del recurso: | https://revistas.unfv.edu.pe/RCV/article/view/1437 |
| Nivel de acceso: | acceso abierto |
| Materia: | Elastomeric isolators seismic acceleration reinforced concrete buildings Aisladores elastoméricos aceleración sísmica edificaciones de concreto armado Isoladores elastoméricos aceleração sísmica edifícios de concreto armado |
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Efficiency of elastomeric isolators in reducing seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records Eficiencia de los aisladores elastoméricos en la reducción de la aceleración sísmica en la base de edificaciones de concreto armado sometidos a registros sísmicos peruanos Eficiência de isoladores elastoméricos na redução da aceleração sísmica na base de edifícios de concreto armado submetidos a registros sísmicos peruanos |
| title |
Efficiency of elastomeric isolators in reducing seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records |
| spellingShingle |
Efficiency of elastomeric isolators in reducing seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records Oviedo Sarmiento, Ricardo Elastomeric isolators seismic acceleration reinforced concrete buildings Aisladores elastoméricos aceleración sísmica edificaciones de concreto armado Isoladores elastoméricos aceleração sísmica edifícios de concreto armado |
| title_short |
Efficiency of elastomeric isolators in reducing seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records |
| title_full |
Efficiency of elastomeric isolators in reducing seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records |
| title_fullStr |
Efficiency of elastomeric isolators in reducing seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records |
| title_full_unstemmed |
Efficiency of elastomeric isolators in reducing seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records |
| title_sort |
Efficiency of elastomeric isolators in reducing seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records |
| dc.creator.none.fl_str_mv |
Oviedo Sarmiento, Ricardo Villarreal Castro, Genner Alvarito |
| author |
Oviedo Sarmiento, Ricardo |
| author_facet |
Oviedo Sarmiento, Ricardo Villarreal Castro, Genner Alvarito |
| author_role |
author |
| author2 |
Villarreal Castro, Genner Alvarito |
| author2_role |
author |
| dc.subject.none.fl_str_mv |
Elastomeric isolators seismic acceleration reinforced concrete buildings Aisladores elastoméricos aceleración sísmica edificaciones de concreto armado Isoladores elastoméricos aceleração sísmica edifícios de concreto armado |
| topic |
Elastomeric isolators seismic acceleration reinforced concrete buildings Aisladores elastoméricos aceleración sísmica edificaciones de concreto armado Isoladores elastoméricos aceleração sísmica edifícios de concreto armado |
| description |
The present work seeks to determine how the efficiency of elastomeric isolators influences the reduction of seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records. Methodology: Applied type study, based on the ASCE/SEI 7-22 code and on the Technical Standard E.031-19. Results: The following were considered: 03 elastomeric insulators: Lead core, High damping and Natural rubber; 03 types of floors: Rigid Floor S1, Intermediate Floor S2 and Flexible Floor S3; 02 seismic zones: Zone 4 (0.45) and Zone 3 (0.35); 02 periods of vibration of structural systems: Reinforced concrete frames and walls; 01 type of overload: buildings (200 kg/cm2); 03 values of the rubber shear modulus: lower limit, intermediate limit and upper limit; and, 20 reinforced concrete buildings with different levels: from 01 to 20 levels. Conclusion: Elastomeric isolators influence the reduction of seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records, because elastomeric isolators with a lead core, high damping and natural rubber reduce seismic acceleration. |
| publishDate |
2022 |
| dc.date.none.fl_str_mv |
2022-09-07 |
| dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
| format |
article |
| status_str |
publishedVersion |
| dc.identifier.none.fl_str_mv |
https://revistas.unfv.edu.pe/RCV/article/view/1437 |
| url |
https://revistas.unfv.edu.pe/RCV/article/view/1437 |
| dc.language.none.fl_str_mv |
spa |
| language |
spa |
| dc.relation.none.fl_str_mv |
https://revistas.unfv.edu.pe/RCV/article/view/1437/1913 https://revistas.unfv.edu.pe/RCV/article/view/1437/1594 https://revistas.unfv.edu.pe/RCV/article/view/1437/1598 https://revistas.unfv.edu.pe/RCV/article/view/1437/1945 |
| dc.rights.none.fl_str_mv |
Derechos de autor 2022 Ricardo Oviedo Sarmiento, Genner Alvarito Villarreal Castro https://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
| rights_invalid_str_mv |
Derechos de autor 2022 Ricardo Oviedo Sarmiento, Genner Alvarito Villarreal Castro https://creativecommons.org/licenses/by/4.0 |
| eu_rights_str_mv |
openAccess |
| dc.format.none.fl_str_mv |
application/pdf text/html application/epub+zip text/xml |
| dc.publisher.none.fl_str_mv |
Universidad Nacional Federico Villarreal |
| publisher.none.fl_str_mv |
Universidad Nacional Federico Villarreal |
| dc.source.none.fl_str_mv |
Cátedra Villarreal; Vol. 10 No. 1 (2022): Cátedra Villarreal; 54-69 Cátedra Villarreal; Vol. 10 Núm. 1 (2022): Cátedra Villarreal; 54-69 2311-2212 2310-4767 reponame:Revistas - Universidad Nacional Federico Villarreal instname:Universidad Nacional Federico Villarreal instacron:UNFV |
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Universidad Nacional Federico Villarreal |
| instacron_str |
UNFV |
| institution |
UNFV |
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Revistas - Universidad Nacional Federico Villarreal |
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Revistas - Universidad Nacional Federico Villarreal |
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1789172145616584704 |
| spelling |
Efficiency of elastomeric isolators in reducing seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic recordsEficiencia de los aisladores elastoméricos en la reducción de la aceleración sísmica en la base de edificaciones de concreto armado sometidos a registros sísmicos peruanosEficiência de isoladores elastoméricos na redução da aceleração sísmica na base de edifícios de concreto armado submetidos a registros sísmicos peruanosOviedo Sarmiento, RicardoVillarreal Castro, Genner Alvarito Elastomeric isolatorsseismic accelerationreinforced concrete buildingsAisladores elastoméricosaceleración sísmicaedificaciones de concreto armadoIsoladores elastoméricosaceleração sísmicaedifícios de concreto armadoThe present work seeks to determine how the efficiency of elastomeric isolators influences the reduction of seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records. Methodology: Applied type study, based on the ASCE/SEI 7-22 code and on the Technical Standard E.031-19. Results: The following were considered: 03 elastomeric insulators: Lead core, High damping and Natural rubber; 03 types of floors: Rigid Floor S1, Intermediate Floor S2 and Flexible Floor S3; 02 seismic zones: Zone 4 (0.45) and Zone 3 (0.35); 02 periods of vibration of structural systems: Reinforced concrete frames and walls; 01 type of overload: buildings (200 kg/cm2); 03 values of the rubber shear modulus: lower limit, intermediate limit and upper limit; and, 20 reinforced concrete buildings with different levels: from 01 to 20 levels. Conclusion: Elastomeric isolators influence the reduction of seismic acceleration in the base of reinforced concrete buildings subjected to Peruvian seismic records, because elastomeric isolators with a lead core, high damping and natural rubber reduce seismic acceleration.El trabajo busca determinar de qué manera la eficiencia de los aisladores elastoméricos influye en la reducción de la aceleración sísmica en la base de edificaciones de concreto armado sometidos a registros sísmicos peruanos. Metodología: Estudio de tipo aplicado, basado en el código ASCE/SEI 7-22 y en la Norma Técnica E.031-19. Resultados: Se consideraron: 03 aisladores elastoméricos (Núcleo de plomo, Alto amortiguamiento y Caucho natural), 03 tipos de suelos (Suelo Rígido S1, Suelo Intermedio S2 y Suelo flexible S3), 02 zonas sísmicas: Zona 4 (0.45) y Zona 3 (0.35); 02 periodos de vibración de sistemas estructurales: Pórticos y Muros de concreto armado; 01 tipo de sobrecarga: edificaciones (200 kg/cm2); 03 valores del módulo de corte del caucho: límite inferior, limite intermedio y límite superior; y, 20 edificaciones de concreto armado con diferentes niveles: desde 01 hasta 20 niveles. Conclusión: Los aisladores elastoméricos influyen en la reducción de la aceleración sísmica en la base de edificaciones de concreto armado sometidos a registros sísmicos peruanos, debido a que los aisladores elastoméricos con núcleo de plomo, de alto amortiguamiento y de caucho natural reducen la aceleración sísmica.O trabalho busca determinar como a eficiência de isoladores elastoméricos influencia na redução da aceleração sísmica na base de edifícios de concreto armado submetidos a registros sísmicos peruanos. Metodologia: Estudo do tipo aplicado, baseado no código ASCE/SEI 7-22 e na Norma Técnica E.031-19. Resultados: Foram considerados: 03 isolantes elastoméricos (núcleo de chumbo, alto amortecimento e borracha natural), 03 tipos de solos (solo rígido S1, solo intermediário S2 e solo flexível S3), 02 zonas sísmicas: Zona 4 (0,45) e Zona 3 (0,35); 02 períodos de vibração de sistemas estruturais: pórticos e paredes de concreto armado; 01 tipo de sobrecarga: prédios (200 kg/cm2); 03 valores do módulo de cisalhamento da borracha: limite inferior, limite intermediário e limite superior; e, 20 edifícios de concreto armado com diferentes níveis: de 01 a 20 níveis. Conclusão: Os isoladores elastoméricos influenciam na redução da aceleração sísmica na base de edifícios de concreto armado submetidos aos registros sísmicos peruanos, pois os isoladores elastoméricos com núcleo de chumbo, alto amortecimento e borracha natural reduzem a aceleração sísmica.Universidad Nacional Federico Villarreal2022-09-07info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdftext/htmlapplication/epub+ziptext/xmlhttps://revistas.unfv.edu.pe/RCV/article/view/1437Cátedra Villarreal; Vol. 10 No. 1 (2022): Cátedra Villarreal; 54-69Cátedra Villarreal; Vol. 10 Núm. 1 (2022): Cátedra Villarreal; 54-692311-22122310-4767reponame:Revistas - Universidad Nacional Federico Villarrealinstname:Universidad Nacional Federico Villarrealinstacron:UNFVspahttps://revistas.unfv.edu.pe/RCV/article/view/1437/1913https://revistas.unfv.edu.pe/RCV/article/view/1437/1594https://revistas.unfv.edu.pe/RCV/article/view/1437/1598https://revistas.unfv.edu.pe/RCV/article/view/1437/1945Derechos de autor 2022 Ricardo Oviedo Sarmiento, Genner Alvarito Villarreal Castrohttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessoai:ojs2.revistas.unfv.edu.pe:article/14372023-02-09T16:49:59Z |
| score |
13.7211075 |
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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
