Propuesta de diseño estructural de un edificio de estacionamientos de cinco niveles para la Universidad Santo Tomas sede Aguas Claras en Villavicencio, Meta.

Abstract

ABSTRACT This project contemplates the structural design of a five-level parking building for the Santo Tomás University, Aguas Claras headquarters in Villavicencio department of Meta, which as characteristics of the site belongs to the high seismic threat zone, which should be considered all the checks required by the NSR-10 for the category of special energy dissipation capacity (DES) as a requirement for belonging to the seismic threat zone described above. The method of analysis that was used was that of the equivalent horizontal force that allows it to be developed for the porch system resistant to moments because the height of the building does not exceed the maximum allowed of 18 meters. The useful area of the property was determined by complying with the limits set out in the affectation plans that are supported by the 2015 Land Management Plan that indicates the required parameters with respect to the location of the property, as well as the minimum and maximum parameters for The implementation of the proposal. Already contemplated the above two models were carried out in the ETABS software, the first was that of the building which allowed to observe and analyze the behavior of the structure and of the structural elements, the second was carried out to obtain the reactions present in the soil with respect to the load of the structure and the support capacity of the ground, in order to design the foundation of support for the building.