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Now showing items 1-9 of 9
Diretrizes para desenvolvimento de projeto para ligações de painéis de fachada horizontais de concreto pré-moldado
(Universidade Federal de São Carlos, 2009-03-03)
The increasing of using precast concrete panels, lack of standardization, lack of studies on precast concrete panels and its connections devices on Brazil, has led to the need of
manual and design criteria of precast ...
Considerações sobre projeto e fabricação de lajes alveolares protendidas
(Universidade Federal de São Carlos, 2009-08-17)
This work describes the procedures used in the manufacture and assembly of prestressed concrete hollow core slab systems, along with recommendations for presentation and implementation of projects in order to optimize the ...
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 ...
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 ...
Avaliação de desempenho de elementos de lajes alveolares protendidas pré-fabricadas
(Universidade Federal de São Carlos, 2009-11-30)
Prestressed precast concrete hollow core slabs used as floor is becoming increasingly current in Brazil. Being quickly assembled and with competitive price, this solution provides an efficient section given by the reduction ...
Comportamento de elementos pré-moldados de concreto com ligações semi-rígidas
(Universidade Federal de São Carlos, 2006-09-01)
The behaviour of reinforced concrete precast beams is strongly influenced by the flexural
stiffness of its beam-column connections, wherein there is interdependence between the nonlinearity
of the moment-curvature ...
Considerações sobre o projeto, cálculo e detalhamento de vigas pré-fabricadas protendidas com aderência inicial em pavimentos de edificações
(Universidade Federal de São Carlos, 2009-07-30)
This work shows a calculation sequence to determine and detail the longitudinal and transverse reinforcement of prestesses beams with pre-composed section. All procedures are done in a way that meets all the requirements ...
Análise da estabilidade de estruturas pré-moldadas de concreto: influência das ligações semi-rígidas
(Universidade Federal de São Carlos, 2007-08-30)
This research comprehends a study of the analysis procedures of the global stability in
precast concrete structures, considering the effect of the semi-rigid connections. A Look
over in the standards and directives of ...
Comportamento de vigas protendidas pré-moldadas com ligações semi-rígidas
(Universidade Federal de São Carlos, 2007-02-28)
The behaviour of prestressed precast beams is directly affected by the rotational stiffness of
the end connections. Although the prestressed beam presents a linear behaviour in service,
the effective behaviour of the ...