Dynamic behavior of two models of adobe masonry dwelling with and without the confinement of concrete elements
The impact of seismic events on populations living in unreinforced adobe masonry buildings, mostly located in rural areas in Mexico and the rest of Latin America, has given rise to research aimed at studying construction and structural aspects in order to guarantee the stability of dwelling and the...
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Format: | Article |
Language: | English |
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Consejo Superior de Investigaciones Científicas
2024-12-01
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Series: | Informes de la Construccion |
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Online Access: | https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6878 |
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author | Jesús Alonso Velarde Gil Lamadrid María Teresa Sánchez Medrano Alma Maria Cataño Barrera |
author_facet | Jesús Alonso Velarde Gil Lamadrid María Teresa Sánchez Medrano Alma Maria Cataño Barrera |
author_sort | Jesús Alonso Velarde Gil Lamadrid |
collection | DOAJ |
description | The impact of seismic events on populations living in unreinforced adobe masonry buildings, mostly located in rural areas in Mexico and the rest of Latin America, has given rise to research aimed at studying construction and structural aspects in order to guarantee the stability of dwelling and the safety of the people who live there. This study presents the analysis of the dynamic behavior on the earthquake shaking table to contrast the response of adobe models at 1:3 scale without additional reinforcement in walls and roof, and with concrete reinforcement in walls and roof. The tests consider frequency, acceleration, displacement and scale factor according to the similarity laws corresponding to the physical and mechanical properties of the specimen. The results and conclusions show the stability advantages of adobe dwellings with the use of reinforcement based on concrete elements in a seismic event, compared to dwelling without reinforcement.
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format | Article |
id | doaj-art-186d5b6ba9504224818b569edc0cf80d |
institution | Kabale University |
issn | 0020-0883 1988-3234 |
language | English |
publishDate | 2024-12-01 |
publisher | Consejo Superior de Investigaciones Científicas |
record_format | Article |
series | Informes de la Construccion |
spelling | doaj-art-186d5b6ba9504224818b569edc0cf80d2025-01-29T12:46:11ZengConsejo Superior de Investigaciones CientíficasInformes de la Construccion0020-08831988-32342024-12-017657610.3989/ic.6878Dynamic behavior of two models of adobe masonry dwelling with and without the confinement of concrete elementsJesús Alonso Velarde Gil Lamadrid0María Teresa Sánchez Medrano1Alma Maria Cataño Barrera2Instituto Tecnológico de TijuanaUniversidad Autónoma de TamaulipasUniversidad Autónoma de San Luis PotosíThe impact of seismic events on populations living in unreinforced adobe masonry buildings, mostly located in rural areas in Mexico and the rest of Latin America, has given rise to research aimed at studying construction and structural aspects in order to guarantee the stability of dwelling and the safety of the people who live there. This study presents the analysis of the dynamic behavior on the earthquake shaking table to contrast the response of adobe models at 1:3 scale without additional reinforcement in walls and roof, and with concrete reinforcement in walls and roof. The tests consider frequency, acceleration, displacement and scale factor according to the similarity laws corresponding to the physical and mechanical properties of the specimen. The results and conclusions show the stability advantages of adobe dwellings with the use of reinforcement based on concrete elements in a seismic event, compared to dwelling without reinforcement. https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6878Adobeconcretedwellingseismicstabilitystructure |
spellingShingle | Jesús Alonso Velarde Gil Lamadrid María Teresa Sánchez Medrano Alma Maria Cataño Barrera Dynamic behavior of two models of adobe masonry dwelling with and without the confinement of concrete elements Informes de la Construccion Adobe concrete dwelling seismic stability structure |
title | Dynamic behavior of two models of adobe masonry dwelling with and without the confinement of concrete elements |
title_full | Dynamic behavior of two models of adobe masonry dwelling with and without the confinement of concrete elements |
title_fullStr | Dynamic behavior of two models of adobe masonry dwelling with and without the confinement of concrete elements |
title_full_unstemmed | Dynamic behavior of two models of adobe masonry dwelling with and without the confinement of concrete elements |
title_short | Dynamic behavior of two models of adobe masonry dwelling with and without the confinement of concrete elements |
title_sort | dynamic behavior of two models of adobe masonry dwelling with and without the confinement of concrete elements |
topic | Adobe concrete dwelling seismic stability structure |
url | https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6878 |
work_keys_str_mv | AT jesusalonsovelardegillamadrid dynamicbehavioroftwomodelsofadobemasonrydwellingwithandwithouttheconfinementofconcreteelements AT mariateresasanchezmedrano dynamicbehavioroftwomodelsofadobemasonrydwellingwithandwithouttheconfinementofconcreteelements AT almamariacatanobarrera dynamicbehavioroftwomodelsofadobemasonrydwellingwithandwithouttheconfinementofconcreteelements |