Análisis del comportamiento de columnas de puentes de concreto reforzado a través de diagramas de interacción y relaciones momento-curvatura

The objective of this investigation is to set a series of curves with Axial Force and Moment Interaction and Moment Curvature to help the engineers in bridge columns analysis. These graphs were elaborated with the program XTRACT V.3.0.8 which allows you to create cross sections of different shapes,...

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Váldodahkki: Morán Castillo, Karla (author)
Eará dahkkit: Lindao Tomalá, Pablo (author)
Materiálatiipa: article
Giella:spa
Almmustuhtton: 2009
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Liŋkkat:http://www.dspace.espol.edu.ec/handle/123456789/6355
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author Morán Castillo, Karla
author2 Lindao Tomalá, Pablo
author2_role author
author_facet Morán Castillo, Karla
Lindao Tomalá, Pablo
author_role author
collection Repositorio Escuela Superior Politécnica del Litoral
dc.creator.none.fl_str_mv Morán Castillo, Karla
Lindao Tomalá, Pablo
dc.date.none.fl_str_mv 2009-08-05
2009-08-05
2009-08-05
dc.format.none.fl_str_mv application/pdf
application/postscript
dc.identifier.none.fl_str_mv http://www.dspace.espol.edu.ec/handle/123456789/6355
dc.language.none.fl_str_mv spa
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
dc.source.none.fl_str_mv reponame:Repositorio Escuela Superior Politécnica del Litoral
instname:Escuela Superior Politécnica del Litoral
instacron:ESPOL
dc.subject.none.fl_str_mv DIAGRAMAS DE INTERACCIÓN
MOMENTO-CURVATURA
XTRACT
PUENTES
SECCIONES CIRCULARES
SECCIONES OBLONG
dc.title.none.fl_str_mv Análisis del comportamiento de columnas de puentes de concreto reforzado a través de diagramas de interacción y relaciones momento-curvatura
dc.type.none.fl_str_mv info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/article
description The objective of this investigation is to set a series of curves with Axial Force and Moment Interaction and Moment Curvature to help the engineers in bridge columns analysis. These graphs were elaborated with the program XTRACT V.3.0.8 which allows you to create cross sections of different shapes, unlike other programs. Column Interaction Diagrams are very important for columns design because they show the combination of axial load and moment in the compression and tension regions which are separated by the load of failure at the ultimate moment and the Moment Curvature relationships presents the equivalent yield curvature and the ultimate curvature to obtain the plastic rotation capacity and the maximum displacement of a column in the inelastic range. Therefore, they were analyzed typical and common sections used in Guayaquil city such as circular and oblong sections to make this type of graphics. The curves have been compiled as abacuses according the geometry, concrete strength and steel ratio, considering the standard specifications for highway bridges AASHTO 2002, for a better and easier use to structural designers. Finally, at the end of this research an example was done to demonstrate the utility of these abacuses in a typical bridge design.
eu_rights_str_mv openAccess
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network_acronym_str ESPOL
network_name_str Repositorio Escuela Superior Politécnica del Litoral
oai_identifier_str oai:www.dspace.espol.edu.ec:123456789/6355
publishDate 2009
reponame_str Repositorio Escuela Superior Politécnica del Litoral
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repository.name.fl_str_mv Repositorio Escuela Superior Politécnica del Litoral - Escuela Superior Politécnica del Litoral
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spelling Análisis del comportamiento de columnas de puentes de concreto reforzado a través de diagramas de interacción y relaciones momento-curvaturaMorán Castillo, KarlaLindao Tomalá, PabloDIAGRAMAS DE INTERACCIÓNMOMENTO-CURVATURAXTRACTPUENTESSECCIONES CIRCULARESSECCIONES OBLONGThe objective of this investigation is to set a series of curves with Axial Force and Moment Interaction and Moment Curvature to help the engineers in bridge columns analysis. These graphs were elaborated with the program XTRACT V.3.0.8 which allows you to create cross sections of different shapes, unlike other programs. Column Interaction Diagrams are very important for columns design because they show the combination of axial load and moment in the compression and tension regions which are separated by the load of failure at the ultimate moment and the Moment Curvature relationships presents the equivalent yield curvature and the ultimate curvature to obtain the plastic rotation capacity and the maximum displacement of a column in the inelastic range. Therefore, they were analyzed typical and common sections used in Guayaquil city such as circular and oblong sections to make this type of graphics. The curves have been compiled as abacuses according the geometry, concrete strength and steel ratio, considering the standard specifications for highway bridges AASHTO 2002, for a better and easier use to structural designers. Finally, at the end of this research an example was done to demonstrate the utility of these abacuses in a typical bridge design.2009-08-052009-08-052009-08-05info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfapplication/postscripthttp://www.dspace.espol.edu.ec/handle/123456789/6355spainfo:eu-repo/semantics/openAccessreponame:Repositorio Escuela Superior Politécnica del Litoralinstname:Escuela Superior Politécnica del Litoralinstacron:ESPOL2018-04-04T17:02:14Zoai:www.dspace.espol.edu.ec:123456789/6355Institucionalhttps://www.dspace.espol.edu.ec/Universidad públicahttps://www.espol.edu.ec/.https://www.dspace.espol.edu.ec/oaiEcuador...opendoar:14792025-07-26T03:26:38.460337trueInstitucionalhttps://www.dspace.espol.edu.ec/Universidad públicahttps://www.espol.edu.ec/.https://www.dspace.espol.edu.ec/oai.Ecuador...opendoar:14792025-07-26T03:26:38.460337Repositorio Escuela Superior Politécnica del Litoral - Escuela Superior Politécnica del Litoraltrue
spellingShingle Análisis del comportamiento de columnas de puentes de concreto reforzado a través de diagramas de interacción y relaciones momento-curvatura
Morán Castillo, Karla
DIAGRAMAS DE INTERACCIÓN
MOMENTO-CURVATURA
XTRACT
PUENTES
SECCIONES CIRCULARES
SECCIONES OBLONG
status_str publishedVersion
title Análisis del comportamiento de columnas de puentes de concreto reforzado a través de diagramas de interacción y relaciones momento-curvatura
title_full Análisis del comportamiento de columnas de puentes de concreto reforzado a través de diagramas de interacción y relaciones momento-curvatura
title_fullStr Análisis del comportamiento de columnas de puentes de concreto reforzado a través de diagramas de interacción y relaciones momento-curvatura
title_full_unstemmed Análisis del comportamiento de columnas de puentes de concreto reforzado a través de diagramas de interacción y relaciones momento-curvatura
title_short Análisis del comportamiento de columnas de puentes de concreto reforzado a través de diagramas de interacción y relaciones momento-curvatura
title_sort Análisis del comportamiento de columnas de puentes de concreto reforzado a través de diagramas de interacción y relaciones momento-curvatura
topic DIAGRAMAS DE INTERACCIÓN
MOMENTO-CURVATURA
XTRACT
PUENTES
SECCIONES CIRCULARES
SECCIONES OBLONG
url http://www.dspace.espol.edu.ec/handle/123456789/6355