Comparativo entre el análisis y diseño de edificio en zona de amenaza sísmica alta y zona de amenaza sísmica intermedia

Abstract

In this project, the dynamic analysis and design of a reinforced concrete building located in the city of Bogotá and in the city of Villavicencio will be carried out, which according to NSR-10 the former is located in an intermediate seismic hazard zone and that of Villavicencio in an area of ​​high seismic threat. The structural system of the building to be analyzed and designed according to the NSR-10 regulation is established as a combined system structure, which is composed of seven levels, a basement and a Dice-pile foundation. The analysis will be carried out by the spectral inelastic dynamic analysis method and the design for the building will be carried out by the ultimate resistance method. Consequently, it is desired to conduct a design study of all structural elements, such as beams, columns, non-structural elements, and foundations. of the two buildings, taking into account that the energy dissipation coefficient Ro for the two structures are different, due to the seismic hazard zone in which they are located, being for Bogotá Ro = 5.0 and for Villavicencio Ro = 7.0.