Now showing items 1-6 of 6
Estudo sobre a variação da seção transversal dos pilares no dimensionamento estrutural de edifícios altos utilizando concreto de alta resistência
The introduction of high strength concrete has been intensifying in the construction of tall buildings due to the possibility of reducing the cross sections of the pillars and consequently of the materials and labor involved ...
Projeto de estrutura de contenção e análise de custo para um talude de corte em uma rodovia
Large earth masses are extremely vulnerable to external actions such as weathering, or the action of humans, causing various financial damage and compromising the life and well-being of the population. To ensure that these ...
Análise entre o sistema de laje BubbleDeck e laje nervurada em um edifício com grandes vãos, comparando aspectos técnicos e de custos
The construction industry is always searching for new technologies that provide more efficient constructive solutions, with a better cost-effectiveness, bigger durability and practicality, as well as less time of execution, ...
Análise da confiabilidade estrutural de vigas de concreto armado utilizando coeficientes de ponderação inferiores aos previstos pela NBR 6118:2014
The Brazilian standard for reinforced concrete structures design, ABNT NBR 6118 (2014), uses a design method based on limit states, where the uncertainties related to the strength of materials and the structural actions ...
Estudo da viabilidade do uso do bambu em vigas de concreto armado em substituição ao aço
Bamboo's performance as longitudinal reinforcement in reinforced concrete structures can be successful if safety boundary conditions are considered. The objective of this work is to evaluate the feasibility of replacing ...
Escadas de concreto armado : rotina computacional de dimensionamento
Reinforced concrete structures are widely used in the construction world. In the past, due to lack of knowledge of the materials used and the difficulty of laboratory tests, many buildings were oversized. Not only is this ...