Connection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads

In Colombia, as in other developing regions, social housing shortage related problems has led local authorities to propose low cost housing projects that allow its quickly and easy construction. Among the requirements of this type of construction are solicitations for vertical and lateral loads caus...

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Autores:
Andrade Pardo, Sofía
Lamus Báez, Fabián Augusto
Torres Castellanos, Nancy
Tipo de recurso:
Part of book
Fecha de publicación:
2015
Institución:
Escuela Colombiana de Ingeniería Julio Garavito
Repositorio:
Repositorio Institucional ECI
Idioma:
eng
OAI Identifier:
oai:repositorio.escuelaing.edu.co:001/1817
Acceso en línea:
https://repositorio.escuelaing.edu.co/handle/001/1817
Palabra clave:
Columnas - Cimientos
Cimientos
Construcción sostenible
Columns - Foundations
Foundations
Sustainable construction
Column
Connection
Foundation
Guadua angustifolia Kunth
Lateral Loads
Rights
closedAccess
License
http://purl.org/coar/access_right/c_14cb
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network_acronym_str ESCUELAIG2
network_name_str Repositorio Institucional ECI
repository_id_str
dc.title.eng.fl_str_mv Connection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads
title Connection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads
spellingShingle Connection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads
Columnas - Cimientos
Cimientos
Construcción sostenible
Columns - Foundations
Foundations
Sustainable construction
Column
Connection
Foundation
Guadua angustifolia Kunth
Lateral Loads
title_short Connection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads
title_full Connection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads
title_fullStr Connection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads
title_full_unstemmed Connection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads
title_sort Connection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads
dc.creator.fl_str_mv Andrade Pardo, Sofía
Lamus Báez, Fabián Augusto
Torres Castellanos, Nancy
dc.contributor.author.none.fl_str_mv Andrade Pardo, Sofía
Lamus Báez, Fabián Augusto
Torres Castellanos, Nancy
dc.contributor.researchgroup.spa.fl_str_mv Estructuras y Materiales
dc.subject.armarc.spa.fl_str_mv Columnas - Cimientos
Cimientos
Construcción sostenible
topic Columnas - Cimientos
Cimientos
Construcción sostenible
Columns - Foundations
Foundations
Sustainable construction
Column
Connection
Foundation
Guadua angustifolia Kunth
Lateral Loads
dc.subject.armarc.eng.fl_str_mv Columns - Foundations
Foundations
Sustainable construction
dc.subject.proposal.eng.fl_str_mv Column
Connection
Foundation
Guadua angustifolia Kunth
Lateral Loads
description In Colombia, as in other developing regions, social housing shortage related problems has led local authorities to propose low cost housing projects that allow its quickly and easy construction. Among the requirements of this type of construction are solicitations for vertical and lateral loads caused by wind or earthquake forces, as well as the sustainable use of natural resources Considering this, the use of Guadua angustifolia Kunth (Guadua a.) as a structural material has awaken a great interest, considering its renewability, high-speed growth, ecological benefits and because is easily obtainable all across the country. Due to the lack of additional information, structural joints in this type of materials, are usually pinned, assuming that there is no moment transmission between the different elements, however, some types of connections can partially restrict the rotation in the supports. Additionally, the degree of constrain that any support can provide to the column is a variable that has not been studied enough, despite being essential for modeling and structural design.In this work a connection between a column of Guadua a. and its foundation was studied. The influence of each component on the connection behavior under horizontal loads was assessed, testing seven different configurations. Monotonic and dynamic testing of connections as well as the characterization of the materials used in its construction were included in the experimental schedule. It was determined that the presence of mortar grouting together with the use of longitudinal bolts slightly increases the connection strength as drastically reduce its ductility. The use of transversal bolts is the best alternative to obtain a strong, stiff and ductile connection, especially when are combined with the use of hoops.
publishDate 2015
dc.date.issued.none.fl_str_mv 2015
dc.date.accessioned.none.fl_str_mv 2021-11-08T14:45:48Z
dc.date.available.none.fl_str_mv 2021-11-08T14:45:48Z
dc.type.spa.fl_str_mv Artículo de revista
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dc.identifier.doi.none.fl_str_mv 10.4028/www.scientific.net/KEM.668.227
identifier_str_mv 9783038356103
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url https://repositorio.escuelaing.edu.co/handle/001/1817
dc.language.iso.spa.fl_str_mv eng
language eng
dc.relation.ispartofseries.none.fl_str_mv Key Engineering Materials;Vol. 668
dc.relation.citationendpage.spa.fl_str_mv 237
dc.relation.citationstartpage.spa.fl_str_mv 227
dc.relation.indexed.spa.fl_str_mv N/A
dc.relation.ispartofbook.eng.fl_str_mv Non-Conventional Materials And Technologies For Sustainable Development
dc.relation.references.spa.fl_str_mv Information on http: / www. paho. org/saludenlasamericas/index. php?option=com_ content&view=article&id=9&Itemid=14&lang=es.
Cruz, H., Bambú - Guadua: Guadua angustifolia Kunth. Bosques Naturales en Colombia y Plantaciones Comerciales en México. Pereira, Colombia, (2009).
AIS. Reglamento Colombiano de Construcción Sismo Resistente NSR-10. Bogotá, Colombia, (2010).
Takeuchi, C. et. al., Experimental and analytical estudy of Guadua Angustifolia Kunth Frames, Second International Conference on Modern Bamboo Structures. Memorias. Bogotá, Minagricultura – IMBAR, Uniandes. (2009).
Echeverri, A., Comportamiento de uniones en Guadua utilizando fibra de vidrio. Trabajo de grado, Universidad Nacional de Colombia, Bogotá, (2008).
Lamus, F., Calificación de una conexión viga-columna resistente a momento en Guadua Angustifolia, Tesis de Maestría, Universidad Nacional de Colombia, Bogotá, (2008).
Herrera, J., Comportamiento estructural de pórticos en guadua angustifolia, rigidizados mediante paneles prefabricados de bahareque encementado y artesanales laminados en guadua, Tesis de maestría, Universidad Nacional de Colombia, Bogotá, (2008).
Malaver, D., Estabilidad de pórticos de guadua angustifolia arriostrados con cables, Trabajo de grado, Universidad Nacional de Colombia, Bogotá, (2007).
Rivera, J., Comportamiento estructural de pórticos en guadua, arriostrados mediante diagonales en guadua, Tesis de maestría, Universidad Nacional de Colombia, Bogotá, (2008).
Florez, E., Uniones a tensión en guadua con mortero y varilla, comportamiento de uniones con uso de expansivo en el mortero, Trabajo de grado, Universidad Nacional de Colombia, Bogotá, (2003).
ICONTEC, Norma Técnica Colombiana NTC 5525, Métodos de ensayo para determinar las propiedades físicas y mecánicas de la Guadua Angustofolia Kunth, Bogotá, (2007).
Pacheco, C., Resistencia a la Tracción Perpendicular a la Fibra de la Guadua Angustifolia, Trabajo de Grado, Universidad Nacional de Colombia, Bogotá, (2006).
Torres, L., Modelo anisótropo de elementos finitos para el análisis mecánico del bambú y su verificación experimental, Trabajo de Grado, Universidad del Valle, (2005).
ALLEGHENY LUDLUM CORPORATION, Stainless Steels Type 201 and Type 201L. Technical Data, Blue Sheet. p.4, Pittsburgh, USA, (1998).
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dc.format.extent.spa.fl_str_mv 10 páginas
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dc.publisher.spa.fl_str_mv Trans Tech Publications INC. Materials Science & Engineering
dc.publisher.place.spa.fl_str_mv Switzerland
institution Escuela Colombiana de Ingeniería Julio Garavito
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spelling Andrade Pardo, Sofía9794a31d20f0b6a14149944edb1f683f600Lamus Báez, Fabián Augustoce3c88c14cd315d789c8d8d98d4e6c41600Torres Castellanos, Nancy2b475ecd9ea004cd3b18c2eaf60c01d1600Estructuras y Materiales2021-11-08T14:45:48Z2021-11-08T14:45:48Z20159783038356103https://repositorio.escuelaing.edu.co/handle/001/181710.4028/www.scientific.net/KEM.668.227In Colombia, as in other developing regions, social housing shortage related problems has led local authorities to propose low cost housing projects that allow its quickly and easy construction. Among the requirements of this type of construction are solicitations for vertical and lateral loads caused by wind or earthquake forces, as well as the sustainable use of natural resources Considering this, the use of Guadua angustifolia Kunth (Guadua a.) as a structural material has awaken a great interest, considering its renewability, high-speed growth, ecological benefits and because is easily obtainable all across the country. Due to the lack of additional information, structural joints in this type of materials, are usually pinned, assuming that there is no moment transmission between the different elements, however, some types of connections can partially restrict the rotation in the supports. Additionally, the degree of constrain that any support can provide to the column is a variable that has not been studied enough, despite being essential for modeling and structural design.In this work a connection between a column of Guadua a. and its foundation was studied. The influence of each component on the connection behavior under horizontal loads was assessed, testing seven different configurations. Monotonic and dynamic testing of connections as well as the characterization of the materials used in its construction were included in the experimental schedule. It was determined that the presence of mortar grouting together with the use of longitudinal bolts slightly increases the connection strength as drastically reduce its ductility. The use of transversal bolts is the best alternative to obtain a strong, stiff and ductile connection, especially when are combined with the use of hoops.En Colombia, al igual que en otras regiones en desarrollo, los problemas de escasez de vivienda social han llevado a las autoridades locales a proponer proyectos de vivienda de bajo costo que permitan su rápida y fácil construcción. Entre los requerimientos de este tipo de construcción se encuentran las solicitudes de cargas verticales y laterales causadas por fuerzas de viento o sismo, así como el uso sostenible de los recursos naturales. Considerando esto, el uso de la Guadua angustifolia Kunth (Guadua a.) como material estructural ha despertado un gran interés, considerando su renovabilidad, alta velocidad de crecimiento, beneficios ecológicos y porque es fácilmente obtenible en todo el país. Debido a la falta de información adicional, las uniones estructurales en este tipo de materiales, suelen ser con pasadores, asumiendo que no hay transmisión de momentos entre los diferentes elementos, sin embargo, algunos tipos de uniones pueden restringir parcialmente la rotación en los soportes. Adicionalmente, el grado de restricción que cualquier apoyo puede proporcionar a la columna es una variable que no ha sido suficientemente estudiada, a pesar de ser esencial para el modelado y diseño estructural.En este trabajo se estudió una conexión entre una columna de Guadua a. y su cimentación. Se evaluó la influencia de cada componente en el comportamiento de la conexión bajo cargas horizontales, ensayando siete configuraciones diferentes. En el programa experimental se incluyeron ensayos monotónicos y dinámicos de las conexiones, así como la caracterización de los materiales utilizados en su construcción. Se determinó que la presencia de lechada de mortero junto con el uso de pernos longitudinales aumenta ligeramente la resistencia de la conexión como reduce drásticamente su ductilidad. El uso de pernos transversales es la mejor alternativa para obtener una conexión fuerte, rígida y dúctil, especialmente cuando se combinan con el uso de aros.10 páginasapplication/pdfengTrans Tech Publications INC. Materials Science & EngineeringSwitzerlandKey Engineering Materials;Vol. 668237227N/ANon-Conventional Materials And Technologies For Sustainable DevelopmentInformation on http: / www. paho. org/saludenlasamericas/index. php?option=com_ content&view=article&id=9&Itemid=14&lang=es.Cruz, H., Bambú - Guadua: Guadua angustifolia Kunth. Bosques Naturales en Colombia y Plantaciones Comerciales en México. Pereira, Colombia, (2009).AIS. Reglamento Colombiano de Construcción Sismo Resistente NSR-10. Bogotá, Colombia, (2010).Takeuchi, C. et. al., Experimental and analytical estudy of Guadua Angustifolia Kunth Frames, Second International Conference on Modern Bamboo Structures. Memorias. Bogotá, Minagricultura – IMBAR, Uniandes. (2009).Echeverri, A., Comportamiento de uniones en Guadua utilizando fibra de vidrio. Trabajo de grado, Universidad Nacional de Colombia, Bogotá, (2008).Lamus, F., Calificación de una conexión viga-columna resistente a momento en Guadua Angustifolia, Tesis de Maestría, Universidad Nacional de Colombia, Bogotá, (2008).Herrera, J., Comportamiento estructural de pórticos en guadua angustifolia, rigidizados mediante paneles prefabricados de bahareque encementado y artesanales laminados en guadua, Tesis de maestría, Universidad Nacional de Colombia, Bogotá, (2008).Malaver, D., Estabilidad de pórticos de guadua angustifolia arriostrados con cables, Trabajo de grado, Universidad Nacional de Colombia, Bogotá, (2007).Rivera, J., Comportamiento estructural de pórticos en guadua, arriostrados mediante diagonales en guadua, Tesis de maestría, Universidad Nacional de Colombia, Bogotá, (2008).Florez, E., Uniones a tensión en guadua con mortero y varilla, comportamiento de uniones con uso de expansivo en el mortero, Trabajo de grado, Universidad Nacional de Colombia, Bogotá, (2003).ICONTEC, Norma Técnica Colombiana NTC 5525, Métodos de ensayo para determinar las propiedades físicas y mecánicas de la Guadua Angustofolia Kunth, Bogotá, (2007).Pacheco, C., Resistencia a la Tracción Perpendicular a la Fibra de la Guadua Angustifolia, Trabajo de Grado, Universidad Nacional de Colombia, Bogotá, (2006).Torres, L., Modelo anisótropo de elementos finitos para el análisis mecánico del bambú y su verificación experimental, Trabajo de Grado, Universidad del Valle, (2005).ALLEGHENY LUDLUM CORPORATION, Stainless Steels Type 201 and Type 201L. Technical Data, Blue Sheet. p.4, Pittsburgh, USA, (1998).Connection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral LoadsArtículo de revistainfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_3248Textinfo:eu-repo/semantics/bookParthttps://purl.org/redcol/resource_type/CAP_LIBhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/closedAccesshttp://purl.org/coar/access_right/c_14cbColumnas - CimientosCimientosConstrucción sostenibleColumns - FoundationsFoundationsSustainable constructionColumnConnectionFoundationGuadua angustifolia KunthLateral LoadsORIGINALConnection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads.pdfConnection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads.pdfapplication/pdf237713https://repositorio.escuelaing.edu.co/bitstream/001/1817/1/Connection%20between%20a%20Column%20and%20its%20Foundation%20for%20Guadua%20Angustifolia%20Structures%20under%20Lateral%20Loads.pdfb0a8e85fa2437e7805c8355593fd5ad8MD51metadata only accessLICENSElicense.txtlicense.txttext/plain; charset=utf-81881https://repositorio.escuelaing.edu.co/bitstream/001/1817/2/license.txt5a7ca94c2e5326ee169f979d71d0f06eMD52open accessTEXTConnection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads.pdf.txtConnection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads.pdf.txtExtracted texttext/plain2https://repositorio.escuelaing.edu.co/bitstream/001/1817/3/Connection%20between%20a%20Column%20and%20its%20Foundation%20for%20Guadua%20Angustifolia%20Structures%20under%20Lateral%20Loads.pdf.txtd784fa8b6d98d27699781bd9a7cf19f0MD53metadata only accessTHUMBNAILConnection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads.pdf.jpgConnection between a Column and its Foundation for Guadua Angustifolia Structures under Lateral Loads.pdf.jpgGenerated Thumbnailimage/jpeg13783https://repositorio.escuelaing.edu.co/bitstream/001/1817/4/Connection%20between%20a%20Column%20and%20its%20Foundation%20for%20Guadua%20Angustifolia%20Structures%20under%20Lateral%20Loads.pdf.jpg87b31666f437a14129e91649eaf2af2fMD54open access001/1817oai:repositorio.escuelaing.edu.co:001/18172023-06-07 11:22:58.926metadata only accessRepositorio Escuela Colombiana de Ingeniería Julio Garavitorepositorio.eci@escuelaing.edu.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