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Mostrando ítems 71-80 de 81
Análise de confiabilidade estrutural de pilares mistos de aço e concreto com seção circular preenchida
(Universidade Federal de São Carlos, 2020-02-28)
The developed study deals with the analysis of structural reliability of circular concrete filled steel tube columns under concentric axial load. This type of composite column presents high load capacity when compared to ...
Análise numérica da contribuição da chave de cisalhamento em ligações pilar-viga com consolo e utilizando almofada elastomérica no apoio da viga
(Universidade Federal de São Carlos, 2021-01-25)
This work aims to study the performance of the mechanism with the use of a shear key in column-beam connections, with corbel, and using elastomeric pad at the beam support, and to understand the amount of stress this ...
Análise numérica de lajes alveolares protendidas submetidas ao esforço cortante com a presença de aberturas
(Universidade Federal de São Carlos, 2020-12-11)
The use of prestressed precast hollow core slabs has intensified as technological advances, and as part is manufactured in industry, this element needs adjustments during its application, as for example, when need openings ...
Avaliação dos fatores que influenciam a hidratação de GCLs em subleitos lateríticos
(Universidade Federal de São Carlos, 2021-04-06)
Currently, the biggest concern in the performance of geosynthetic clay liners (GCLs) applied in municipal solid waste landfills is in the hydration behavior of this material. Recent studies have shown that the GCLs hydration ...
Verificação de pilares mistos de aço e concreto submetidos à flexão composta reta: curvas de interação M-N
(Universidade Federal de São Carlos, 2021-08-20)
Composite columns subjected to uniaxial bending moments are usually checked using normative recommendations, however, such checks do not include the use of high strength concretes. In this context, aiming to evaluate ...
Análise de vibrações em pisos mistos de aço e concreto induzidas por atividades rítmicas
(Universidade Federal de São Carlos, 2021-08-06)
The growing use of composite systems floors of steel and concrete in open spans design that aim to increase use flexibility of buildings using large open spaces, has stimulates the conception of composite systems floors ...
Avaliação da influência de revestimento em compósito cimentício dúctil e sustentável no reforço de alvenaria estrutural
(Universidade Federal de São Carlos, 2021-08-25)
This work aims to evaluate the use of a reinforcement system to strengthen structural masonry panels under vertical and lateral load. The reinforcement system is the Eco-friendly Ductile Cementitious Composite (EDCC). This ...
Contribuição ao estudo do comportamento estrutural de terças pré-fabricadas em concreto protendido sem armadura transversal
(Universidade Federal de São Carlos, 2021-07-12)
Purlins are thin beams made without transverse reinforcement and are used in the roofing of precast warehouses. The object of study of this research, were precast concrete purlins, which had been produced by a company in ...
Influência do valor médio do módulo de elasticidade à compressão paralela às fibras no projeto de treliças em madeira
(Universidade Federal de São Carlos, 2020-12-18)
In the evaluation of the service limit state, the Brazilian standard ABNT NBR 7190 (1997) recommends the adoption of the mean value of the elasticity module to compression in the direction parallel to grain (Ec0,m) for all ...
Análise do comportamento de sistemas estruturais em concreto moldado in loco sob o efeito do colapso progressivo
(Universidade Federal de São Carlos, 2020-02-21)
This work aims to investigate the behavior of cast-in-place reinforced concrete structures in the ultimate limit state of collapse. Progressive collapse is the disproportionate spread of a local failure due to the incidence ...