Dynamic behavior of two models of adobe masonry dwelling with and without the confinement of concrete elements
Year: 2024
Type: article
Abstract: 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.
Source: Informes de la Construcción
DOI: 10.3989/ic.6878
Authors: Jesús Alonso Velarde Gil Lamadrid, María Teresa Sánchez Medrano, Alma Maria Cataño Barrera
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: diamond
OpenAlex ID: W4406911820
