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Estudo experimental da deformação ao longo do tempo de lajes contínuas e simplesmente apoiadas executadas com vigotas pré-moldadas de concreto.
(Universidade Federal de São Carlos, 2005-03-29)
This research deals with the experimental investigation of time dependent deformations
in partially precast floors with composite beam-and-block floor systems made with reinforced
concrete lattice joist through the measurement ...
Cálculo e detalhamento prático de pilares para edificações de pequeno e médio porte
(Universidade Federal de São Carlos, 2008-08-12)
Even the small buildinging column may have a buckled. It s denoted the difficulty to design and detail this type of element. So this work intends make a description and application of a several simplified process of presizing ...
Análise crítica da NBR ISO 9001:2000 x NBR 6118:2003 para aprovação de execução de estruturas de concreto armado
(Universidade Federal de São Carlos, 2011-07-04)
This work shows the methodology for standardization of quality programs like NBR ISO 9001:2000 employed in construction of reinforced concrete structure for multi floor building, and relationship of this standard to the ...
Aspectos executivos e a qualidade de estruturas em concreto armado : estudo de caso
(Universidade Federal de São Carlos, 2009-09-29)
The execution of reinforced concrete structures is a construction stage that has significant importance in the overall context of a work and involves materials, suppliers, work fronts in the workplace and a large number ...
Desenvolvimento de programa livre para análise de pórticos tridimensionais considerando-se a não linearidade geométrica, fissuração do concreto e ligações semi-rígidas
(Universidade Federal de São Carlos, 2007-10-25)
Structural analysis of framed structures using discrete method, wherein, splitting them into elements with simplified considerations, can bring not satisfactory results or end up using very high safety coefficient to the ...
Projeto e execução de lajes unidirecionais com vigotas em concreto armado.
(Universidade Federal de São Carlos, 2003-12-12)
This work presents design and executive procedures for pre-cast slabs with unidirectional ribs, which are one of the most used construction elements for small
buildings in the country, discussing aspects related to ...
Programa computacional para análise e verificação de seções de concreto armado e protendido com flexão oblíqua composta
(Universidade Federal de São Carlos, 2015-03-31)
In this paper, a free analysis program is presented for the verification of ultimate and serviceability limit states of reinforced or prestressed concrete sections with polygonal shape submitted to axial forces and biaxial ...