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

Article Preview

Abstract:

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.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

227-237

Citation:

Online since:

October 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Information on http: / www. paho. org/saludenlasamericas/index. php?option=com_ content&view=article&id=9&Itemid=14&lang=es.

Google Scholar

[2] Cruz, H., Bambú - Guadua: Guadua angustifolia Kunth. Bosques Naturales en Colombia y Plantaciones Comerciales en México. Pereira, Colombia, (2009).

DOI: 10.24133/ciencia.v22i1.1289

Google Scholar

[3] AIS. Reglamento Colombiano de Construcción Sismo Resistente NSR-10. Bogotá, Colombia, (2010).

Google Scholar

[4] 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).

Google Scholar

[5] Echeverri, A., Comportamiento de uniones en Guadua utilizando fibra de vidrio. Trabajo de grado, Universidad Nacional de Colombia, Bogotá, (2008).

Google Scholar

[6] Lamus, F., Calificación de una conexión viga-columna resistente a momento en Guadua Angustifolia, Tesis de Maestría, Universidad Nacional de Colombia, Bogotá, (2008).

Google Scholar

[7] 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).

DOI: 10.2307/j.ctvt6rn5t.6

Google Scholar

[8] Malaver, D., Estabilidad de pórticos de guadua angustifolia arriostrados con cables, Trabajo de grado, Universidad Nacional de Colombia, Bogotá, (2007).

Google Scholar

[9] Rivera, J., Comportamiento estructural de pórticos en guadua, arriostrados mediante diagonales en guadua, Tesis de maestría, Universidad Nacional de Colombia, Bogotá, (2008).

Google Scholar

[10] 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).

DOI: 10.26507/paper.2476

Google Scholar

[11] ICONTEC, Norma Técnica Colombiana NTC 5525, Métodos de ensayo para determinar las propiedades físicas y mecánicas de la Guadua Angustofolia Kunth, Bogotá, (2007).

Google Scholar

[12] Pacheco, C., Resistencia a la Tracción Perpendicular a la Fibra de la Guadua Angustifolia, Trabajo de Grado, Universidad Nacional de Colombia, Bogotá, (2006).

Google Scholar

[13] Torres, L., Modelo anisótropo de elementos finitos para el análisis mecánico del bambú y su verificación experimental, Trabajo de Grado, Universidad del Valle, (2005).

Google Scholar

[14] ALLEGHENY LUDLUM CORPORATION, Stainless Steels Type 201 and Type 201L. Technical Data, Blue Sheet. p.4, Pittsburgh, USA, (1998).

Google Scholar