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AuthorCatoia, Bruna (1)Costa, Olívia Oliveira da (1)Flório, Márcio Cardozo (1)... View MoreSubject
Concreto pré-moldado (9)
Concreto protendido (3)Ligações semi-rígidas (3)... View MoreDate Issued2009 (4)2007 (2)2006 (1)2005 (1)2003 (1)CNPq Subjects
ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL (9)
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Programa de Pós-graduação em Estruturas e Construção Cívil (9)
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Dissertação (9)

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Considerações sobre o projeto, cálculo e detalhamento de vigas pré-fabricadas protendidas com aderência inicial em pavimentos de edificações 

Inforsato, Thiago Bindilatti (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 ...
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Diretrizes para desenvolvimento de projeto para ligações de painéis de fachada horizontais de concreto pré-moldado 

Uehara, Fábio Nori (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 ...
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Considerações sobre projeto e fabricação de lajes alveolares protendidas 

Petrucelli, Natalia Savietto (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 ...
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Comportamento de vigas protendidas pré-moldadas com ligações semi-rígidas. 

Catoia, Bruna (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 precast ...
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Análise da estabilidade de estruturas pré-moldadas de concreto : influência das ligações semi-rígidas. 

Jeremias Junior, Antônio Carlos (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 the ...
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Avaliação de desempenho de elementos de lajes alveolares protendidas pré-fabricadas 

Costa, Olívia Oliveira da (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 ...
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Projeto e execução de lajes unidirecionais com vigotas em concreto armado. 

Flório, Márcio Cardozo (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 ...
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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. 

Kataoka, Luciana Tiemi (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 ...
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Comportamento de elementos pré-moldados de concreto com ligações semi-rígidas. 

Souza, Abner Soares de (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 relationship ...

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