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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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 |
format | article |
id | ESPOL_fb05e2a55a3850367066cfa28eb410c4 |
instacron_str | ESPOL |
institution | ESPOL |
instname_str | Escuela Superior Politécnica del Litoral |
language | spa |
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 |
repository.mail.fl_str_mv | . |
repository.name.fl_str_mv | Repositorio Escuela Superior Politécnica del Litoral - Escuela Superior Politécnica del Litoral |
repository_id_str | 1479 |
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 |