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Análise numérica da influência do tamanho e posicionamento de aberturas adjacentes a pilares de seção quadrada em sistemas estruturais de lajes lisas
(Universidade Federal de São Carlos, 2021-03-01)
The objective of the work was the theoretical and numerical study of the structural behavior of the reinforced concrete slab-column connection for models with different dimensions and opening positions close to the column. ...
Contribuição ao projeto de pavimentos de lajes sem vigas protendidas
(Universidade Federal de São Carlos, 2015-04-27)
Prestressed flat plate floor system has been an excellent structural solution for
building work when there is a demand for fast construction with less manpower,
where the building has height restrictions or when architecture ...