Bibliographic citations
Goñi, W., Maquin, N. (2020). Análisis de errores constructivos y propuesta de reforzamiento con malla de alambre galvanizado en viviendas de albañilería confinada en sectores con alto riesgo sísmico del distrito de Villa El Salvador – Lima [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/653327
Goñi, W., Maquin, N. Análisis de errores constructivos y propuesta de reforzamiento con malla de alambre galvanizado en viviendas de albañilería confinada en sectores con alto riesgo sísmico del distrito de Villa El Salvador – Lima [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2020. http://hdl.handle.net/10757/653327
@misc{renati/1288363,
title = "Análisis de errores constructivos y propuesta de reforzamiento con malla de alambre galvanizado en viviendas de albañilería confinada en sectores con alto riesgo sísmico del distrito de Villa El Salvador – Lima",
author = "Maquin Damazo, Nehemias Isaias",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2020"
}
The research analyzes the state of confined masonry houses built without professional assistance in areas with high seismic risk in the district of Villa El Salvador. Constructive errors are studied by visual inspection of self – constructed houses, which have a high vulnerability in the face of a large earthquake, in sectors I (Zone 1) and III (Zone 2) of the district. The most frequent constructive error that has been identified is the use of tubular bricks (pandereta brick) with a structural purpose. In the face of this problem, the proposal to improve the compression resistance and cutting forces of the pandereta masonry walls is to reinforce them with galvanized wire mesh coated with mortar. What is sought is to provide, at least, a safe area within homes so that families can safeguard the lives of their occupants in the face of the occurrence of telluric movements. In this sense, through laboratory tests it is verified that the reinforcement with galvanized mesh improves, to a large extent the resistance to the compression and the cutting of the walls. In addition, its implementation turns out to be more economical compared to other reinforcement techniques such as reinforcing with electro welded meshes. This is important, because the beneficiary population belongs to the socioeconomic levels C and D (low socioeconomic level).
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