Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response
This paper investigates the influence of the story stiffness of reinforced concrete (R/C) frame on the seismic response of R/C buildings with proportional hysteretic dampers. For this purpose, non-linear time-history analyses were conducted on a series of multi-degree-of-freedom system models that i...
- Autores:
-
Oviedo, J. A. (Juan Andrés)
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2011
- Institución:
- Universidad EIA .
- Repositorio:
- Repositorio EIA .
- Idioma:
- eng
- OAI Identifier:
- oai:repository.eia.edu.co:11190/132
- Acceso en línea:
- https://repository.eia.edu.co/handle/11190/132
- Palabra clave:
- REI00181
INGENIERÍA SÍSMICA
EARTHQUAKE ENGINEERING
DISEÑO SISMORESISTENTE
EARTHQUAKE RESISTANT DESIGN
INFRAESTRUCTURA Y GESTIÓN DEL TERRITORIO
INFRAESTRUCTURE AND LAND PLANNING
HYSTERETIC DAMPERS
REINFORCED CONCRETE FRAMES
SEISMIC RESPONSE
STORY - DRIFT DEMAND
DISIPADORES DE ENERGÍA
PÓRTICOS DE CONCRETO REFORZADO
- Rights
- openAccess
- License
- Derechos Reservados - Universidad EIA, 2020
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|
| dc.title.spa.fl_str_mv |
Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response |
| dc.title.alternative.spa.fl_str_mv |
Influência da rigidez de andar de pórticos de concreto reforçado com disipadores histeréticos proporcionais sobre a resposta sísmica Influencia de la rigidez de piso de pórticos de concreto reforzado con disipadores histeréticos proporcionales sobre la respuesta sísmica |
| title |
Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response |
| spellingShingle |
Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response REI00181 INGENIERÍA SÍSMICA EARTHQUAKE ENGINEERING DISEÑO SISMORESISTENTE EARTHQUAKE RESISTANT DESIGN INFRAESTRUCTURA Y GESTIÓN DEL TERRITORIO INFRAESTRUCTURE AND LAND PLANNING HYSTERETIC DAMPERS REINFORCED CONCRETE FRAMES SEISMIC RESPONSE STORY - DRIFT DEMAND DISIPADORES DE ENERGÍA PÓRTICOS DE CONCRETO REFORZADO |
| title_short |
Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response |
| title_full |
Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response |
| title_fullStr |
Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response |
| title_full_unstemmed |
Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response |
| title_sort |
Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response |
| dc.creator.fl_str_mv |
Oviedo, J. A. (Juan Andrés) |
| dc.contributor.author.spa.fl_str_mv |
Oviedo, J. A. (Juan Andrés) |
| dc.subject.lcsh.spa.fl_str_mv |
REI00181 |
| topic |
REI00181 INGENIERÍA SÍSMICA EARTHQUAKE ENGINEERING DISEÑO SISMORESISTENTE EARTHQUAKE RESISTANT DESIGN INFRAESTRUCTURA Y GESTIÓN DEL TERRITORIO INFRAESTRUCTURE AND LAND PLANNING HYSTERETIC DAMPERS REINFORCED CONCRETE FRAMES SEISMIC RESPONSE STORY - DRIFT DEMAND DISIPADORES DE ENERGÍA PÓRTICOS DE CONCRETO REFORZADO |
| dc.subject.arcmarc.spa.fl_str_mv |
INGENIERÍA SÍSMICA EARTHQUAKE ENGINEERING DISEÑO SISMORESISTENTE EARTHQUAKE RESISTANT DESIGN |
| dc.subject.eia.spa.fl_str_mv |
INFRAESTRUCTURA Y GESTIÓN DEL TERRITORIO INFRAESTRUCTURE AND LAND PLANNING |
| dc.subject.keywords.spa.fl_str_mv |
HYSTERETIC DAMPERS REINFORCED CONCRETE FRAMES SEISMIC RESPONSE STORY - DRIFT DEMAND DISIPADORES DE ENERGÍA PÓRTICOS DE CONCRETO REFORZADO |
| description |
This paper investigates the influence of the story stiffness of reinforced concrete (R/C) frame on the seismic response of R/C buildings with proportional hysteretic dampers. For this purpose, non-linear time-history analyses were conducted on a series of multi-degree-of-freedom system models that include a wide range of structural parameters and vertical distributions of story stiffnesses and strengths of R/C main frame and dampers. Although the basic purpose of damper installation is to reduce deformation demands, the results of analyses indicate that the story-drift demand on an entire system could be larger than that of the structure without dampers, depending highly on the stiffness and response period of R/C main frame. Moreover, dampers are shown to be more efficient in reducing the story-drift demand when installed into a flexible R/C main frame. |
| publishDate |
2011 |
| dc.date.submitted.spa.fl_str_mv |
2011-12-15 |
| dc.date.created.spa.fl_str_mv |
2012-07 |
| dc.date.accepted.spa.fl_str_mv |
2012-05-29 |
| dc.date.accessioned.spa.fl_str_mv |
2013-11-12T20:14:49Z |
| dc.date.available.spa.fl_str_mv |
2013-11-12T20:14:49Z |
| dc.date.issued.spa.fl_str_mv |
2013-11-12 |
| dc.type.spa.fl_str_mv |
Artículo de revista |
| dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
| dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
| dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
| dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
| dc.type.content.spa.fl_str_mv |
Text |
| dc.type.redcol.spa.fl_str_mv |
https://purl.org/redcol/resource_type/ART |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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http://purl.org/coar/resource_type/c_6501 |
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| dc.identifier.issn.spa.fl_str_mv |
ISSN 17941237 |
| dc.identifier.uri.spa.fl_str_mv |
https://repository.eia.edu.co/handle/11190/132 |
| dc.identifier.bibliographiccitation.spa.fl_str_mv |
Oviedo, J. A. (2012). Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response, Revista EIA, 9 (17), 121-137. doi: http://hdl.handle.net/11190/132 |
| identifier_str_mv |
ISSN 17941237 Oviedo, J. A. (2012). Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response, Revista EIA, 9 (17), 121-137. doi: http://hdl.handle.net/11190/132 |
| url |
https://repository.eia.edu.co/handle/11190/132 |
| dc.language.iso.spa.fl_str_mv |
eng |
| language |
eng |
| dc.relation.ispartof.spa.fl_str_mv |
Revista EIA |
| dc.relation.references.spa.fl_str_mv |
Akiyama, H. Earthquake-resistant limit-state design for buildings. Tokyo: University of Tokyo Press, 1985. 372 p. Bozorgnia, Y. and Bertero, V. V. Earthquake engineering: From engineering seismology to performance-based engineering. Florida: The International Code Council and CRC Press, 2004. 1268 p. Cherry, S. and Filiatrault, A. (1993). “Seismic response control of buildings using friction dampers”. Earthquake Spectra, vol. 3, No. 7, pp. 447-466. Chopra, A. K. Dynamics of structures: Theory and applications to earthquake engineering. New Jersey: Prentice- Hall, 1995. 844 p. Higashino, M. and Okamoto, S. Response control and seismic isolation of buildings. London and New York: Taylor & Francis, 2006. 400 p. |
| dc.rights.spa.fl_str_mv |
Derechos Reservados - Universidad EIA, 2020 |
| dc.rights.uri.spa.fl_str_mv |
https://creativecommons.org/licenses/by-nc/4.0/ |
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info:eu-repo/semantics/openAccess |
| dc.rights.creativecommons.spa.fl_str_mv |
Atribución-NoComercial |
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http://purl.org/coar/access_right/c_abf2 |
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Derechos Reservados - Universidad EIA, 2020 https://creativecommons.org/licenses/by-nc/4.0/ Atribución-NoComercial http://purl.org/coar/access_right/c_abf2 |
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openAccess |
| dc.format.extent.spa.fl_str_mv |
17 p. |
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application/pdf |
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Fondo Editorial EIA |
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Universidad EIA . |
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Oviedo, J. A. (Juan Andrés)3745083289307db2d55a8aa26a998043-1joviedo@controldiseno.com2013-11-12T20:14:49Z2013-11-12T20:14:49Z2012-072013-11-122011-12-152012-05-29ISSN 17941237https://repository.eia.edu.co/handle/11190/132Oviedo, J. A. (2012). Influence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic response, Revista EIA, 9 (17), 121-137. doi: http://hdl.handle.net/11190/132This paper investigates the influence of the story stiffness of reinforced concrete (R/C) frame on the seismic response of R/C buildings with proportional hysteretic dampers. For this purpose, non-linear time-history analyses were conducted on a series of multi-degree-of-freedom system models that include a wide range of structural parameters and vertical distributions of story stiffnesses and strengths of R/C main frame and dampers. Although the basic purpose of damper installation is to reduce deformation demands, the results of analyses indicate that the story-drift demand on an entire system could be larger than that of the structure without dampers, depending highly on the stiffness and response period of R/C main frame. Moreover, dampers are shown to be more efficient in reducing the story-drift demand when installed into a flexible R/C main frame.Este artículo investiga la influencia de la rigidez de piso del pórtico de concreto reforzado sobre la respuesta sísmica de edificaciones de concreto equipadas con disipadores histeréticos proporcionales. Para esto, fueron llevados a cabo análisis cronológicos no lineales sobre una serie de modelos de sistemas de múltiples grados de libertad. Los modelos incluyen un amplio rango de parámetros estructurales y diferentes distribuciones en altura de rigideces y resistencias de piso del pórtico principal de concreto y de los disipadores. Aunque el objetivo básico de instalar disipadores sea reducir la demanda de deformación en la estructura, los resultados de los análisis indican que la demanda de deriva de piso del sistema completo puede ser incluso más grande que la de la edificación sin disipadores, dependiendo en gran medida de la rigidez y del período de respuesta del pórtico principal de concreto. Por otra parte, se muestra que los disipadores son más eficientes para reducir la demanda de deriva de piso cuando se instalan en pórticos flexibles de concreto.17 p.application/pdfengRevista EIAAkiyama, H. Earthquake-resistant limit-state design for buildings. Tokyo: University of Tokyo Press, 1985. 372 p.Bozorgnia, Y. and Bertero, V. V. Earthquake engineering: From engineering seismology to performance-based engineering. Florida: The International Code Council and CRC Press, 2004. 1268 p.Cherry, S. and Filiatrault, A. (1993). “Seismic response control of buildings using friction dampers”. Earthquake Spectra, vol. 3, No. 7, pp. 447-466.Chopra, A. K. Dynamics of structures: Theory and applications to earthquake engineering. New Jersey: Prentice- Hall, 1995. 844 p.Higashino, M. and Okamoto, S. Response control and seismic isolation of buildings. London and New York: Taylor & Francis, 2006. 400 p.Derechos Reservados - Universidad EIA, 2020https://creativecommons.org/licenses/by-nc/4.0/El autor de la obra, actuando en nombre propio, hace entrega del ejemplar respectivo y de sus anexos en formato digital o electrónico y autoriza a la ESCUELA DE INGENIERIA DE ANTIOQUIA, para que en los términos establecidos en la Ley 23 de 1982, Ley 44 de 1993, Decisión andina 351 de 1993, Decreto 460 de 1995, y demás normas generales sobre la materia, utilice y use por cualquier medio conocido o por conocer, los derechos patrimoniales de reproducción, comunicación pública, transformación y distribución de la obra objeto del presente documento. PARÁGRAFO: La presente autorización se hace extensiva no sólo a las dependencias y derechos de uso sobre la obra en formato o soporte material, sino también para formato virtual, electrónico, digital, y en red, internet, extranet, intranet, etc., y en general en cualquier formato conocido o por conocer. EL AUTOR, manifiesta que la obra objeto de la presente autorización es original y la realiza sin violar o usurpar derechos de autor de terceros, por lo tanto la obra es de exclusiva autoría y tiene la titularidad sobre la misma. PARÁGRAFO: En caso de presentarse cualquier reclamación o acción por parte de un tercero en cuanto a los derechos de autor sobre la obra en cuestión, EL AUTOR, asumirá toda la responsabilidad, y saldrá en defensa de los derechos aquí autorizados; para todos los efectos la ESCUELA DE INGENIERÍA DE ANTIOQUIA actúa como un tercero de buena fe.info:eu-repo/semantics/openAccessAtribución-NoComercialhttp://purl.org/coar/access_right/c_abf2REI00181INGENIERÍA SÍSMICAEARTHQUAKE ENGINEERINGDISEÑO SISMORESISTENTEEARTHQUAKE RESISTANT DESIGNINFRAESTRUCTURA Y GESTIÓN DEL TERRITORIOINFRAESTRUCTURE AND LAND PLANNINGHYSTERETIC DAMPERSREINFORCED CONCRETE FRAMESSEISMIC RESPONSESTORY - DRIFT DEMANDDISIPADORES DE ENERGÍAPÓRTICOS DE CONCRETO REFORZADOInfluence of the story stiffness of reinforced concrete frame with proportional hysteretic dampers on the seismic responseInfluência da rigidez de andar de pórticos de concreto reforçado com disipadores histeréticos proporcionais sobre a resposta sísmicaInfluencia de la rigidez de piso de pórticos de concreto reforzado con disipadores histeréticos proporcionales sobre la respuesta sísmicaArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionTexthttps://purl.org/redcol/resource_type/ARThttp://purl.org/coar/version/c_970fb48d4fbd8a85Fondo Editorial EIAPublicationTHUMBNAILREI00181.pdf.jpgREI00181.pdf.jpgGenerated Thumbnailimage/jpeg11579https://repository.eia.edu.co/bitstreams/eac5d0d8-04da-4ce6-9ab6-fd18b25a7dc3/downloade69c80be21b499d54a987097a03e725aMD54ORIGINALREI00181.pdfREI00181.pdfapplication/pdf2992311https://repository.eia.edu.co/bitstreams/4c778df2-fea0-48cd-a315-5bb3631c3e3f/downloadbc8671d493c08a348db4a38d7872d7e8MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81494https://repository.eia.edu.co/bitstreams/bb04a37a-93e9-4498-b8ca-7e8506d4cbd9/download66874b0b9366b748c60895d2fb6339f8MD52TEXTREI00181.pdf.txtREI00181.pdf.txtExtracted texttext/plain39004https://repository.eia.edu.co/bitstreams/b65e12cd-46ec-4e5a-9001-15aefd20ef63/download38715ce9d76312fb5514dd1a67c91f3aMD5311190/132oai:repository.eia.edu.co:11190/1322023-07-25 16:57:57.918https://creativecommons.org/licenses/by-nc/4.0/Derechos Reservados - Universidad EIA, 2020open.accesshttps://repository.eia.edu.coRepositorio Institucional Universidad EIAbdigital@metabiblioteca.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 |