Bibliographic citations
Oribe, M., Herrada, Y. (2015). Diseño de ingeniería a nivel definitivo de la ampliación y remodelación del local institucional de la Gran Logia de Masones del Perú - Trujillo [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/5877
Oribe, M., Herrada, Y. Diseño de ingeniería a nivel definitivo de la ampliación y remodelación del local institucional de la Gran Logia de Masones del Perú - Trujillo [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2015. https://hdl.handle.net/20.500.12759/5877
@misc{renati/378831,
title = "Diseño de ingeniería a nivel definitivo de la ampliación y remodelación del local institucional de la Gran Logia de Masones del Perú - Trujillo",
author = "Herrada Barreto, Yontan Roy",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2015"
}
The initial purpose of this project is to provide a general approach to the influence and constraints imposed by the current state of a structure when we intervene in it, as this may limit both the degree of rehabilitation, such operations can be performed in repair. It is first addressed from a broad perspective, considering almost all building materials that we find in the housing stock. When the process of rehabilitation or repair of a building is started, the first thing to do is a visual inspection of an initial image for the property, which provide valid tools for rigorous analysis. The potential damage observed are carefully analyzed, from either a poor state of structural material or a structural schemes inadequate. Subsequently, the operations that are used to determine the current status, which means the realization of a sufficient number of bays to see if the current structure is set as it was defined in the project specifications. Also conducted a series of tests, destructive and nondestructive to meet resistance and finish defining the geometry of the building. Once we have all the data that allow us to obtain the most accurate picture of the actual state of the structure, its geometry and shortcomings, we are now ready to find solutions for a successful rehabilitation. Finally, here are presented two case studies that illustrate the theoretical content of our work. In them, and to exemplify the above, after the previous necessary study repair and rehabilitation proposals are exposed to address each deficiency present in the structure.
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