Análisis y comparación de la amenaza sísmica Perú - Ecuador – Colombia : comparación edificación en zona de peligro sísmico 4 de Perú con edificación en zona sísmica VI Ecuador.

Abstract

It is known that Ecuador and Peru are located in an area with a high level of seismicity, which is why each country has been responsible for creating its own regulations for the earthquake-resistant design of buildings, for Ecuador being the NEC15 and the NTE. E.30 for Peru. In this curricular integration work, the comparison of both regulations applied to the same structure with 10 floors and 3 basements intended for homes with a regular configuration in plan and elevation will be presented; this structure will be implemented in the highest seismic zones of each country, being zone VI for Ecuador and IV for Peru, in order to evaluate seismic parameters such as maximum drifts, basal shear, fundamental period among other reviews established in the standards, and in turn, carry out the budget comparison, through the analysis of unit prices (APU's) according to each country. Therefore, as an initial step, an architectural model is established with which the pre-design of structural elements and the load analysis will be carried out; Also, with the implementation location in each country, the seismic analysis will be carried out to obtain the basal shear applicable to the computational numerical model, then, after modeling in the ETABS software, sections will be checked, a final design of elements will be carried out; subsequently, a non-linear analysis will be carried out and the performance point of each building will be obtained, to conclude with the comparison of results and budget between both structures.