Bibliographic citations
Del, R., Huamán, B. (2024). Vulnerabilidad sísmica de edificios con más de 70 años de vida útil en el Centro Histórico de Lima mediante la metodología FEMA 154 [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/674477
Del, R., Huamán, B. Vulnerabilidad sísmica de edificios con más de 70 años de vida útil en el Centro Histórico de Lima mediante la metodología FEMA 154 [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/674477
@misc{renati/1298166,
title = "Vulnerabilidad sísmica de edificios con más de 70 años de vida útil en el Centro Histórico de Lima mediante la metodología FEMA 154",
author = "Huamán Rufasto, Braulio Antonio",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
This work is achieved using a statistical method that allows for determining a representative sample of buildings related by typology, age, and structural configuration located in the Historic Center of Lima. So, upon completing the structural evaluation of the typical building, the results can be correlated to the study population. To validate the methodology employed by FEMA 154, a typical building from the found sample is studied in detail. The survey is described and developed. In the absence of plans, the structure is dimensioned and the main structural elements are examined. Structural detail plans are generated accordingly. Additionally, concrete cores, steel bars, and a masonry wall from the building are extracted; these are tested in the laboratory to determine the mechanical properties of the materials from the period that make up the building. The seismic vulnerability of the obtained sample is determined using the qualitative method FEMA 154, which consists of a fast visual assessment of each building to determine the vulnerability index of the structure. 12 structural parameters were evaluated based on the established format, assigning a score according to their typology. Finally, with the information obtained from the structural survey and with the help of the ETABS software, the structural evaluation of the typical building is developed through a linear and elastic analysis as outlined in the Technical Standard E.030 Seismic Design of the National Building Regulations (RNE).
This item is licensed under a Creative Commons License