Bibliographic citations
Zuñiga, J., Cossio, A. (2023). Guía constructiva de una vivienda social multifamiliar aplicando el sistema Emmedue (m2) frente a la vulnerabilidad sísmica y el déficit habitacional en el distrito de Villa el Salvador, 2023 [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/670233
Zuñiga, J., Cossio, A. Guía constructiva de una vivienda social multifamiliar aplicando el sistema Emmedue (m2) frente a la vulnerabilidad sísmica y el déficit habitacional en el distrito de Villa el Salvador, 2023 [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/670233
@misc{renati/1295646,
title = "Guía constructiva de una vivienda social multifamiliar aplicando el sistema Emmedue (m2) frente a la vulnerabilidad sísmica y el déficit habitacional en el distrito de Villa el Salvador, 2023",
author = "Cossio Gonzales, Adrian Jesus",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
Peru, situated in the Pacific Ring of Fire, faces high seismic activity that poses a threat to buildings constructed through conventional methods such as confined masonry. Most of these structures do not adhere to seismic-resistant design standards, rendering them vulnerable to earthquakes and putting the population at risk of economic losses and even loss of human lives. This research project aims to address this issue by proposing the use of the unconventional Emmedue (M2) system as a solution. Accordingly, the architectural design, electrical, and plumbing installations of a multifamily dwelling were developed using this system. Structural modeling was carried out, and its seismic response was evaluated. Additionally, a comparative analysis of costs and construction times between the Emmedue system and confined masonry was conducted. In compliance with design regulations, a suitable architectural design was achieved for a three-story multifamily dwelling with a total area of 101.40 m2. The seismic analysis confirmed that the Emmedue (M2) system meets the specified displacement requirements (d<0.007). The comparative analysis revealed an 8.44% cost savings and a 27.27% reduction in construction time with the Emmedue system compared to confined masonry. Finally, a construction guide was created, providing essential information on key aspects of the Emmedue (M2) system. This guide serves as a valuable tool for the successful implementation of this system in future projects.
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