Análisis y comparación de la amenaza sísmica en el territorio fronterizo de Ecuador – Perú : Comparación edificación en Loreto zona 2 Perú con edificación en Morona Santiago zona III Ecuador.

Abstract

At a regional level, Ecuador and Peru are located within a very dangerous seismic zone, where it is necessary, due to the height of the circumstances, to carry out a correct seismic-resistant design of the structures. The regulations of each country are very rigorous in terms of their procedures and are adapted to their environment, precisely as part of the objective of this work is to compare the most current seismic resistance regulations of these countries, such as NEC-SE-DS (Ecuador) and NTE E.030 (Peru), through the analysis and structural design of a reinforced concrete building, simulating a hypothetical location of this building on the border between both countries. As a first step, an architectural model was established that allowed us to start with the pre-dimensioning of each of the structural members, such as beams, columns, slabs, and walls. The next step was to perform the computational numerical model in which the loads to which each structure was subjected were assigned and the seismic analysis was also introduced in the model according to each standard, also in this step key parameters were verified, such as maximum drifts and modal analysis. Finally, the design of each structural member was carried out based on the criteria of the ACI 318-19 code and in each case, we tried to make structures as cost efficient as possible, since the last step of this work was focused on the analysis of the construction budget of each structure as well as its comparison with the ACI 318-19 code.