Bibliographic citations
Aguilar, P., García, J. (2024). Diagnostico estructural para el reforzamiento para el edificio contemporáneo de la Casona Quinta Presa del Rímac. [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/18051
Aguilar, P., García, J. Diagnostico estructural para el reforzamiento para el edificio contemporáneo de la Casona Quinta Presa del Rímac. [Tesis]. PE: Universidad Privada Antenor Orrego; 2024. https://hdl.handle.net/20.500.12759/18051
@misc{renati/381020,
title = "Diagnostico estructural para el reforzamiento para el edificio contemporáneo de la Casona Quinta Presa del Rímac.",
author = "García Acevedo, Julio Cesar",
publisher = "Universidad Privada Antenor Orrego",
year = "2024"
}
The main objective of this Thesis is to carry out the structural diagnosis for the reinforcement in the Contemporary Building of La Quinta de la Presa del Rímac. Our country is one of the regions with the highest seismic activity, the city of Lima is located on the South American and Nazca plates. These earthquakes can cause great disasters and this would cause many deaths. A structure in this seismic zone must have an adequate combination of resistance, lateral stiffness and energy dissipation capacity in the inelastic range, all this to avoid collapse when a severe seismic event occurs. According to the investigation carried out, it is indicated that this building corresponds to the ““New Construction““ component of the Integral Project of restoration, adaptation and restitution of the Fifth Dam financed by the Housing Bank of Peru in 1981 and executed by the Institute National of Culture; being in charge of the execution the Architect Juan Luis Birimisa Aza. For this reason, the present investigation seeks to make a contrast between the current E. 0.30 standard and the E. 0.30 standard of 1977 in order to understand the structural system in which it was worked in those years. As part of the study, it is also intended to evaluate the pathologies, the degree of influence they have on the structural system in the Contemporary Building of Quinta de la Presa. For this reason, in the present investigation it is intended to evaluate, visually and with the necessary tests to determine the degree of damage presented by the Building in question.
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