Rehabilitation of building affected by the Ecuador s earthquake of 16 april 2016 in the ULEAM
After the earthquake of April 16, 2016 in Ecuador, the first building to be rehabilitated was the Faculty of Computer Science Campus of the University Laica Eloy Alfaro of Manabi (ULEAM), which had moderate damage in the walls due They were not straight and severedamage to the walls of the tier. For...
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Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
2016
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oai:ojs2.revistas.uclave.org:article-12262018-07-23T17:30:20Z Rehabilitation of building affected by the Ecuador s earthquake of 16 april 2016 in the ULEAM Rehabilitación de edificio afectado por el terremoto del 16 de abril de 2016 de Ecuador en la ULEAM Aguiar, Roberto Del Castillo, Fernando Mizobe, Jonathan Mendoza, Pamela terremoto del 16 de abril de 2016 Facultad de Informática de la ULEAM Ecuador paredes de Gypsum earthquake of April 16 2016 Gypsum walls Faculty of Informatics ULEAM Ecuador After the earthquake of April 16, 2016 in Ecuador, the first building to be rehabilitated was the Faculty of Computer Science Campus of the University Laica Eloy Alfaro of Manabi (ULEAM), which had moderate damage in the walls due They were not straight and severedamage to the walls of the tier. For Reconstruction these walls were replaced that were made of block or brick with plaster walls flexible and lightweight. In this article it is presented the good behavior plaster walls had in contrast to the brick or block walls, detailing also, some constructive aspects on the correct way of installing. Finally, UN Spectral analysis of the structure was performed using the spectrum of the earthquake of April 16, 2016, magnitude 7.8, obtained in Manta. In the studied structure, lateral displacements and floors drifts were found. To associate with the latter value with the nonexistence of structural damage and solomoderate damage in the masonry of the classrooms and offices and Severe in the stands. Subsequently a new seismic analysis was made considering weight reduction by changing the material of the walls, determining the best seismic behavior UN. Posterior al terremoto del 16 de abril del 2016 en Ecuador, el primer edificio en ser rehabilitado fue la Facultad de Informática del campus de la Universidad Laica Eloy Alfaro de Manabí (ULEAM), el cual tuvo daño moderado en las paredes debido a que no erancompletamente rectas, y daño severo en las paredes del descanso de la grada. Para la reconstrucción se reemplazaron dichas paredes que eran de bloque o ladrillo, por paredes con Gypsum livianas y flexibles. En este artículo se presenta el buen comportamiento quetuvieron las paredes de Gypsum, en otras estructuras en contraste con las paredes de bloque o ladrillo, detallándose así mismo, algunos aspectos constructivos sobre la forma correcta de instalarlas. Finalmente, se realizó un análisis espectral de la estructura empleando el espectro del terremoto del 16 de abril de 2016, de magnitud 7.8, obtenido en Manta. En la estructuraestudiada, se encontró los desplazamientos laterales y derivas de piso, para asociar éste último valor con la no existencia de daño estructural, y solo daño moderado en la mampostería de las aulas y oficinas y severo en la grada. Posteriormente se realizó un nuevo análisis sísmico considerando la reducción del peso por el cambio del material de las paredes, determinandoun mejor comportamiento sísmico. Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2016-09-15 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/1226 10.13140/RG.2.2.22996.60804 Gaceta Técnica; Vol. 15 No. 1 (2016): January-June; 9-22 Gaceta Técnica; Vol. 15 Núm. 1 (2016): Enero-Junio; 9-22 Gaceta Técnica; v. 15 n. 1 (2016): January-June; 9-22 2477-9539 spa https://revistas.uclave.org/index.php/gt/article/view/1226/531 |
| institution |
Universidad Centroccidental Lisandro Alvarado |
| collection |
OJS |
| language |
spa |
| format |
Online |
| author |
Aguiar, Roberto Del Castillo, Fernando Mizobe, Jonathan Mendoza, Pamela |
| spellingShingle |
Aguiar, Roberto Del Castillo, Fernando Mizobe, Jonathan Mendoza, Pamela Rehabilitation of building affected by the Ecuador s earthquake of 16 april 2016 in the ULEAM |
| author_facet |
Aguiar, Roberto Del Castillo, Fernando Mizobe, Jonathan Mendoza, Pamela |
| author_sort |
Aguiar, Roberto |
| title |
Rehabilitation of building affected by the Ecuador s earthquake of 16 april 2016 in the ULEAM |
| title_short |
Rehabilitation of building affected by the Ecuador s earthquake of 16 april 2016 in the ULEAM |
| title_full |
Rehabilitation of building affected by the Ecuador s earthquake of 16 april 2016 in the ULEAM |
| title_fullStr |
Rehabilitation of building affected by the Ecuador s earthquake of 16 april 2016 in the ULEAM |
| title_full_unstemmed |
Rehabilitation of building affected by the Ecuador s earthquake of 16 april 2016 in the ULEAM |
| title_sort |
rehabilitation of building affected by the ecuador s earthquake of 16 april 2016 in the uleam |
| description |
After the earthquake of April 16, 2016 in Ecuador, the first building to be rehabilitated was the Faculty of Computer Science Campus of the University Laica Eloy Alfaro of Manabi (ULEAM), which had moderate damage in the walls due They were not straight and severedamage to the walls of the tier. For Reconstruction these walls were replaced that were made of block or brick with plaster walls flexible and lightweight. In this article it is presented the good behavior plaster walls had in contrast to the brick or block walls, detailing also, some constructive aspects on the correct way of installing. Finally, UN Spectral analysis of the structure was performed using the spectrum of the earthquake of April 16, 2016, magnitude 7.8, obtained in Manta. In the studied structure, lateral displacements and floors drifts were found. To associate with the latter value with the nonexistence of structural damage and solomoderate damage in the masonry of the classrooms and offices and Severe in the stands. Subsequently a new seismic analysis was made considering weight reduction by changing the material of the walls, determining the best seismic behavior UN. |
| publisher |
Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil |
| publishDate |
2016 |
| url |
https://revistas.uclave.org/index.php/gt/article/view/1226 |
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