Replacement of reinforced concrete by bamboo in social dwellings in Ecuador, using moment connections
This research article is based on a theses theme developed in Ecuador, which main objective was to replace social houses built in reinforced concrete with bamboo in order to decrease construction costs and to be collaborative with environment. Normally, structural nodes for bamboo buildings are cons...
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Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
2021
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oai:ojs2.revistas.uclave.org:article-31172021-04-28T21:56:00Z Replacement of reinforced concrete by bamboo in social dwellings in Ecuador, using moment connections Sustitución del hormigón armado por bambú en viviendas sociales en Ecuador, usando conexiones resistentes a momento López, Nelson Aguilar, Paola Vielma Pérez, Juan Carlos López, Leonardo Romero Romero, Carlos Alberto Montesinos, Vanessa Viviana edificaciones en bambú conexiones en bambú nodos en bambú juntas en bambú bamboo buildings bamboo connections bamboo nodes bamboo joints This research article is based on a theses theme developed in Ecuador, which main objective was to replace social houses built in reinforced concrete with bamboo in order to decrease construction costs and to be collaborative with environment. Normally, structural nodes for bamboo buildings are considered pinned between beams and columns according to structural analysis normative, but nevertheless, in construction, nodes present kind of continuity, due to the use of concrete or mortar inside the bamboo elements, also, reinforcing steel. In this research, an analytical model for one kind of node were simulated in order to demonstrate the bending moments transfer, and also, demonstrated the viability of the substitution of the reinforced concrete by bamboo in social dwellings in Ecuador. Results indicate that all joints transmit bending moments. Este artículo de investigación se basa en un tema de tesis desarrollado en Ecuador, cuyo objetivo principal era reemplazar las casas sociales construidas en hormigón armado con bambú para disminuir los costos de construcción y colaborar con el medio ambiente. Normalmente, los nodos estructurales para edificios de bambú se consideran anclados entre vigas y columnas de acuerdo con el análisis estructural normativo, sin embargo, en la construcción, los nodos presentan una continuidad, debido al uso de hormigón o mortero dentro de los elementos de bambú, y también, acero de refuerzo. En esta investigación, se simuló un modelo analítico para un tipo de nodo con el fin de demostrar la transferencia de los momentos de flexión, y también demostró la viabilidad de la sustitución del concreto reforzado por bambú en hogares sociales en Ecuador. Los resultados indicaron que todos los nodos transmiten momentos de flexión. Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2021-02-16 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Artículo científico de investigación original application/pdf https://revistas.uclave.org/index.php/gt/article/view/3117 10.13140/RG.2.2.23895.39845 Gaceta Técnica; Vol. 22 No. 1 (2021): Vol. 22 Núm. 1 (2021): January-June; 32-52 Gaceta Técnica; Vol. 22 Núm. 1 (2021): Vol. 22 Núm. 1 (2021): Enero-Junio; 32-52 Gaceta Técnica; v. 22 n. 1 (2021): Vol. 22 Núm. 1 (2021): January-June; 32-52 2477-9539 eng spa https://revistas.uclave.org/index.php/gt/article/view/3117/1941 https://revistas.uclave.org/index.php/gt/article/view/3117/1942 https://revistas.uclave.org/index.php/gt/article/view/3117/1943 Copyright (c) 2021 Nelson López, Paola Aguilar, Juan Carlos Vielma Pérez, Leonardo López, Carlos Alberto Romero Romero, Vanessa Viviana Montesinos https://creativecommons.org/licenses/by-nc-sa/4.0 |
| institution |
Universidad Centroccidental Lisandro Alvarado |
| collection |
OJS |
| language |
eng spa |
| format |
Online |
| author |
López, Nelson Aguilar, Paola Vielma Pérez, Juan Carlos López, Leonardo Romero Romero, Carlos Alberto Montesinos, Vanessa Viviana |
| spellingShingle |
López, Nelson Aguilar, Paola Vielma Pérez, Juan Carlos López, Leonardo Romero Romero, Carlos Alberto Montesinos, Vanessa Viviana Replacement of reinforced concrete by bamboo in social dwellings in Ecuador, using moment connections |
| author_facet |
López, Nelson Aguilar, Paola Vielma Pérez, Juan Carlos López, Leonardo Romero Romero, Carlos Alberto Montesinos, Vanessa Viviana |
| author_sort |
López, Nelson |
| title |
Replacement of reinforced concrete by bamboo in social dwellings in Ecuador, using moment connections |
| title_short |
Replacement of reinforced concrete by bamboo in social dwellings in Ecuador, using moment connections |
| title_full |
Replacement of reinforced concrete by bamboo in social dwellings in Ecuador, using moment connections |
| title_fullStr |
Replacement of reinforced concrete by bamboo in social dwellings in Ecuador, using moment connections |
| title_full_unstemmed |
Replacement of reinforced concrete by bamboo in social dwellings in Ecuador, using moment connections |
| title_sort |
replacement of reinforced concrete by bamboo in social dwellings in ecuador, using moment connections |
| description |
This research article is based on a theses theme developed in Ecuador, which main objective was to replace social houses built in reinforced concrete with bamboo in order to decrease construction costs and to be collaborative with environment. Normally, structural nodes for bamboo buildings are considered pinned between beams and columns according to structural analysis normative, but nevertheless, in construction, nodes present kind of continuity, due to the use of concrete or mortar inside the bamboo elements, also, reinforcing steel. In this research, an analytical model for one kind of node were simulated in order to demonstrate the bending moments transfer, and also, demonstrated the viability of the substitution of the reinforced concrete by bamboo in social dwellings in Ecuador. Results indicate that all joints transmit bending moments. |
| publisher |
Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil |
| publishDate |
2021 |
| url |
https://revistas.uclave.org/index.php/gt/article/view/3117 |
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