info:eu-repo/semantics/bachelorThesis
The seismic vulnerability of buildings in the central zone of Peru through the application of the rapid visual detection method
Fecha
2023Registro en:
Felix, M., Rivera, G., Escobar, K., Benito, J., Gamboa, E., Laurencio, M. y Platero, I. (2023). The seismic vulnerability of buildings in the central zone of Peru through the application of the rapid visual detection method. Tesis para optar el título profesional de Ingeniero Civil, Escuela Académico Profesional de Ingeniería Civil, Universidad Continental, Huancayo, Perú.
Autor
Madyori Gabriela, Felix Gutierrez
Rivera Hormaza, Geraldy July
Escobar Meza, Katiuska Paulina
Benito Zuñiga, Juan Gabriel
Gamboa Tolentino, Erick Oswaldo
Laurencio Luna, Manuel Ismael
Platero Morejón, Iralmy Yipsy
Institución
Resumen
In order to predict the occurrence of major
earthquakes, the world scientific community carried out
the World Seismicity Map, establishing the most seismic
zone known as the Pacific Ring of Fire, where Peru is
included, as a result of the earthquakes that have occurred
and that have led to structural damage to buildings and
loss of human lives throughout the history of disasters in
the country. The city of Chupuro is located in the central
zone of Peru, categorized as a level III seismic zone,
which makes it susceptible to seismic events. That is why
the purpose was to determine the seismic vulnerability in
226 buildings in the city of Chupuro that were analyzed
using the rapid visual detection method (RVS), with the
use of the data collection sheet stipulated by the FEMA
P-154 methodology, which is quite conservative and is
based mainly on the category, structural system, soil and
topography, providing a quick evaluation in any type of
building and place. The field investigation identified the
buildings according to the number of floors, type of
construction, year of construction, irregularities in floor
plan and height; they showed that 61% of the buildings
are immersed to suffer seismic damage and hazards. In
addition, these buildings showed that they are prone to
suffer grade 2 (moderate damage) and grade 3 (severe
damage) damage, mostly comprised of masonry buildings
of medium height. It is concluded that there is a clear
probability that the damage state of the buildings is 53.1%
Grade 2 and 27.0% Grade 3 leading to moderate and
severe damage respectively. Finally, with this we want to
initiate actions to follow in order to achieve a country less
vulnerable to seismic events with adequate management
policies that include the population and authorities.