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Mostrando ítems 11-16 de 16
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 ...
Sistema pré-fabricado para aplicação em construções provisórias de canteiros de obras
(Universidade Federal de São Carlos, 2014-05-23)
The use of prefabricated elements has become increasing in Brazil, This paper describes the study and the procedures for construction and erection of a building system works on a pavement. Within the concept of technological ...
Estudo teórico-experimental de ligação viga-pilar com consolo metálico embutido em estruturas pré-moldadas de concreto
(Universidade Federal de São Carlos, 2013-02-14)
This study aimed to analyze the structural behavior of a beam-column connection with embedded steel member for precast concrete with no current use still in Brazil. Based on the literature review about hidden corbels found ...
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 ...
Continuidade de painéis de laje alveolar em edifícios
(Universidade Federal de São Carlos, 2012-12-10)
The floors consist of hollow core slabs are being increasingly used in Brazil, because it can overcome large spans, have a low self-weight, allow fast assembly, require no shoring in many situations and are more economical ...
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 ...