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Estudo experimental dos mecanismos resistentes de juntas com chave de cisalhamento em ligações pilar-viga
(Universidade Federal de São Carlos, 2018-03-06)
In this dissetation exploratory models are used to examine the behavior of semi - rigid pillar - beam connections with shear key. This type of connection is ordinary in Brazil prefabricated concrete structures. Thus, the ...
Estudo sobre o comportamento estrutural de pavimentos de edifícios com lajes sem vigas com a presença de furos e aberturas
(Universidade Federal de São Carlos, 2018-11-27)
This research presents a structural analysis of flat plates in reinforced concrete with the introduction of openings in regions established by foreign standards (ACI318: 14), whereas NBR 6118 (ABNT, 2014) doesn’t make any ...
Estudo sobre aderência entre barras de aço e concreto autoadensável com baixo consumo de cimento
(Universidade Federal de São Carlos, 2018-03-02)
Cement consumption at global level increases gradually, so too grows the environmental degradation that the construction generates. In this scenario, the search for rationalization of materials becomes important. Self-compacting ...
Relação entre módulos de elasticidade de peças estruturais e de corpos de prova de madeiras tropicais
(Universidade Federal de São Carlos, 2018-03-07)
In terms of sustainability and civil construction, wood, a natural, renewable and easily obtainable material, has a good relation between resistance and density, and due to its versatility, it is an excellent alternative ...
Avaliação da incorporação de agregado reciclado na composição de concretos autoadensáveis
(Universidade Federal de São Carlos, 2018-04-24)
Self-compacting concrete has specific characteristics that differ from conventional concrete. Its self- compacting capability, ease of pumping, excellent homogeneity and resistance to segregation are highlighted, being ...
Verificação do comportamento de ligações viga-pilar com continuidade de armadura negativa por meio de luvas rosqueadas
(Universidade Federal de São Carlos, 2018-04-16)
Although an increasing demand on precast concrete structures exists, there is a lack of
tools for the safe design of precast connections in many situations. This research focuses
on the study of semi-rigid beam-column ...
Deformações ao longo do tempo de geossintéticos aplicados a uma estrutura de solo reforçado
(Universidade Federal de São Carlos, 2018-09-03)
In service, excessive deformations can lead a geossynthetic soil reinforced structure to failure or undermine it under operational condition. In the design, usually, because of the uncertainly of the long-term efforts, ...
Proposta para a minimização da demanda de energia no horário de ponta por sistemas de geração fotovoltaico
(Universidade Federal de São Carlos, 2018-04-04)
The potential shortage of natural resources, the increased demand for energy and the environmental impacts caused by the use of polluting energy sources have generated constant discussions and uncertainties about the world's ...
Análise numérica de pilares mistos de seção quadrada preenchidos com concreto e submetidos à flexo-compressão
(Universidade Federal de São Carlos, 2018-08-27)
The steel-concrete composite columns are characterized by the combination of steel profiles and structural concrete to form a single, tough section. Among the composite columns, the one of the filled type stands out, ...
Avaliação da relação entre a resistência ao cisalhamento e a resistência à compressão paralela às fibras de madeiras do grupo das folhosas
(Universidade Federal de São Carlos, 2019-08-12)
Wood presents several advantages when compared with other materials employed in the civil construction sector. In Brazil, the standard ABNT NBR 7190: 1997 establishes test methods to determine physical and mechanical ...