Análise de modelos de cálculo para edifícios em paredes de concreto moldadas no local - estudo de caso

Abstract

Brazilian construction companies are looking for faster and more efficient construction systems every day, so that they can accelerate production without harming the good performance of buildings. Thus, the construction system of concrete walls has been potentially used in our country. The greater speed of construction has made this type of system replace the structural masonry system. This work aims to analyze two different ways of calculating the “load drop” of a multifamily residential building in cast-in-place concrete walls and the variations of loads on the foundation. The calculation models used here, supported by Brazilian standards, are similar to the models used in structural masonry systems. They are: calculation of loads by insulated walls and by insulated groups.