Análisis del comportamiento de una vivienda construida con sistema modular de placas portantes ante carga sísmica impulsiva

Abstract

This academic paper shows a construction proposal with a structural configuration consisting of a self-supporting system that is relatively light when compared to conventional reinforced concrete constructions and that will be analyzed under different parameters, such as the test in which the vertical load capacity of the structure is verified, which is described in ACI 318-19. This test consists of applying loads in the areas of the deck that are expected to be the most loaded. In addition, it will be subjected to the lateral load test in which the structure must resist totally or partially in the elastic range and dissipate sufficient energy by inelastic deformation or by friction, for the design earthquake demand expressed by the horizontal component of the self-weight and by a proportionate acceleration. The analysis of the results of the tests carried out at the Housing Research Center of the National Polytechnic School will determine if the construction system of load bearing panels complies with the seismic resistant parameters mentioned in the Ecuadorian Construction Standard in force.