Application of a method Based in performance for the seismic analysis and design of reinforced concrete bridges

It proposes an application of a methodology that nalyzes the ability of a structural element, based on a geometric pre-dimensioning and a reinforcement supposed, finding from internal equilibrium curvatures to calculate displacements, ductility’s and seismic forces resistant, so that acceleration ca...

Full description

Autores:
Ospina, A
Urrego, H
Botero, Juan Carlos
Tipo de recurso:
Fecha de publicación:
2013
Institución:
Universidad EAFIT
Repositorio:
Repositorio EAFIT
Idioma:
spa
OAI Identifier:
oai:repository.eafit.edu.co:10784/14418
Acceso en línea:
http://hdl.handle.net/10784/14418
Palabra clave:
Bridges
Reinforced Concrete
Seismic Design
Inelastic Range
Performance
Puentes
Hormigón Armado
Diseño Sísmico
Gama Inelástica
Rendimiento
Rights
License
Copyright (c) 2013 A Ospina, H Urrego, Juan Carlos Botero
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spelling Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees2013-03-222019-11-22T17:02:40Z2013-03-222019-11-22T17:02:40Z2256-43141794-9165http://hdl.handle.net/10784/1441810.17230/ingciecia.9.17.11It proposes an application of a methodology that nalyzes the ability of a structural element, based on a geometric pre-dimensioning and a reinforcement supposed, finding from internal equilibrium curvatures to calculate displacements, ductility’s and seismic forces resistant, so that acceleration can be verified with the design spectrum of the seismic zone of the site, elastic or inelastic. This method allows simultaneous analysis and structural design and managing some important parameters for optimal seismic performance of bridges.Propone una aplicación de una metodología que analice la capacidad de un elemento estructural, basada en un pre-dimensionamiento geométrico y un supuesto refuerzo, encontrando a partir de las curvaturas de equilibrio interno para calcular desplazamientos, ductilidad y resistencia sísmica, para que la aceleración pueda ser verificada con El espectro de diseño de la zona sísmica del sitio, elástico o inelástico. Este método permite el análisis simultáneo y el diseño estructural y la gestión de algunos parámetros importantes para un rendimiento sísmico óptimo de los puentes.application/pdfspaUniversidad EAFIThttp://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/1818http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/1818Copyright (c) 2013 A Ospina, H Urrego, Juan Carlos BoteroAcceso abiertohttp://purl.org/coar/access_right/c_abf2instname:Universidad EAFITreponame:Repositorio Institucional Universidad EAFITIngeniería y Ciencia; Vol 9, No 17 (2013)Application of a method Based in performance for the seismic analysis and design of reinforced concrete bridgesAplicación de un método basado en el desempeño para el análisis y diseño sismo resistente de puentes de concreto reforzadoarticleinfo:eu-repo/semantics/articlepublishedVersioninfo:eu-repo/semantics/publishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1BridgesReinforced ConcreteSeismic DesignInelastic RangePerformancePuentesHormigón ArmadoDiseño SísmicoGama InelásticaRendimientoOspina, AUrrego, HBotero, Juan CarlosAlcaldía de MedellínAREA Ingenieros ConsultoresUniversidad EAFITIngeniería y Ciencia917209236ing.cienc.ORIGINALdocument (14).pdfdocument (14).pdfTexto completo PDFapplication/pdf2309395https://repository.eafit.edu.co/bitstreams/651e6883-b3e6-4c8b-89f7-63d604a655c6/download761a8e2e751f2cccf134d57c23da4726MD51articulo.htmlarticulo.htmlTexto completo HTMLtext/html374https://repository.eafit.edu.co/bitstreams/48c9a973-0f1d-477d-9cce-75beefa7b8f0/downloadf696a2e6554640d316c1851e46af3d03MD53THUMBNAILminaitura-ig_Mesa de trabajo 1.jpgminaitura-ig_Mesa de trabajo 1.jpgimage/jpeg265796https://repository.eafit.edu.co/bitstreams/8b5556be-d5ff-4d51-8acc-217b661a7ec1/downloadda9b21a5c7e00c7f1127cef8e97035e0MD5210784/14418oai:repository.eafit.edu.co:10784/144182020-03-02 21:13:25.228open.accesshttps://repository.eafit.edu.coRepositorio Institucional Universidad EAFITrepositorio@eafit.edu.co
dc.title.eng.fl_str_mv Application of a method Based in performance for the seismic analysis and design of reinforced concrete bridges
dc.title.spa.fl_str_mv Aplicación de un método basado en el desempeño para el análisis y diseño sismo resistente de puentes de concreto reforzado
title Application of a method Based in performance for the seismic analysis and design of reinforced concrete bridges
spellingShingle Application of a method Based in performance for the seismic analysis and design of reinforced concrete bridges
Bridges
Reinforced Concrete
Seismic Design
Inelastic Range
Performance
Puentes
Hormigón Armado
Diseño Sísmico
Gama Inelástica
Rendimiento
title_short Application of a method Based in performance for the seismic analysis and design of reinforced concrete bridges
title_full Application of a method Based in performance for the seismic analysis and design of reinforced concrete bridges
title_fullStr Application of a method Based in performance for the seismic analysis and design of reinforced concrete bridges
title_full_unstemmed Application of a method Based in performance for the seismic analysis and design of reinforced concrete bridges
title_sort Application of a method Based in performance for the seismic analysis and design of reinforced concrete bridges
dc.creator.fl_str_mv Ospina, A
Urrego, H
Botero, Juan Carlos
dc.contributor.author.spa.fl_str_mv Ospina, A
Urrego, H
Botero, Juan Carlos
dc.contributor.affiliation.spa.fl_str_mv Alcaldía de Medellín
AREA Ingenieros Consultores
Universidad EAFIT
dc.subject.keyword.eng.fl_str_mv Bridges
Reinforced Concrete
Seismic Design
Inelastic Range
Performance
topic Bridges
Reinforced Concrete
Seismic Design
Inelastic Range
Performance
Puentes
Hormigón Armado
Diseño Sísmico
Gama Inelástica
Rendimiento
dc.subject.keyword.spa.fl_str_mv Puentes
Hormigón Armado
Diseño Sísmico
Gama Inelástica
Rendimiento
description It proposes an application of a methodology that nalyzes the ability of a structural element, based on a geometric pre-dimensioning and a reinforcement supposed, finding from internal equilibrium curvatures to calculate displacements, ductility’s and seismic forces resistant, so that acceleration can be verified with the design spectrum of the seismic zone of the site, elastic or inelastic. This method allows simultaneous analysis and structural design and managing some important parameters for optimal seismic performance of bridges.
publishDate 2013
dc.date.issued.none.fl_str_mv 2013-03-22
dc.date.available.none.fl_str_mv 2019-11-22T17:02:40Z
dc.date.accessioned.none.fl_str_mv 2019-11-22T17:02:40Z
dc.date.none.fl_str_mv 2013-03-22
dc.type.eng.fl_str_mv article
info:eu-repo/semantics/article
publishedVersion
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http://purl.org/coar/resource_type/c_2df8fbb1
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status_str publishedVersion
dc.identifier.issn.none.fl_str_mv 2256-4314
1794-9165
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10784/14418
dc.identifier.doi.none.fl_str_mv 10.17230/ingciecia.9.17.11
identifier_str_mv 2256-4314
1794-9165
10.17230/ingciecia.9.17.11
url http://hdl.handle.net/10784/14418
dc.language.iso.spa.fl_str_mv spa
language spa
dc.relation.isversionof.none.fl_str_mv http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/1818
dc.relation.uri.none.fl_str_mv http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/1818
dc.rights.eng.fl_str_mv Copyright (c) 2013 A Ospina, H Urrego, Juan Carlos Botero
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.local.spa.fl_str_mv Acceso abierto
rights_invalid_str_mv Copyright (c) 2013 A Ospina, H Urrego, Juan Carlos Botero
Acceso abierto
http://purl.org/coar/access_right/c_abf2
dc.format.none.fl_str_mv application/pdf
dc.coverage.spatial.eng.fl_str_mv Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees
dc.publisher.spa.fl_str_mv Universidad EAFIT
dc.source.none.fl_str_mv instname:Universidad EAFIT
reponame:Repositorio Institucional Universidad EAFIT
dc.source.spa.fl_str_mv Ingeniería y Ciencia; Vol 9, No 17 (2013)
instname_str Universidad EAFIT
institution Universidad EAFIT
reponame_str Repositorio Institucional Universidad EAFIT
collection Repositorio Institucional Universidad EAFIT
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