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Comportamento de vigas protendidas pré-moldadas com ligações semi-rígidas
(Universidade Federal de São CarlosBRUFSCarPrograma de Pós-Graduação em Engenharia Civil - PPGECiv, 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 ...
Varieties connected by chains of lines
(SpringerDordrechtHolanda, 2014)
Análise numérica de ligações viga-pilar com dupla cantoneira e com chapa de topo estendida em estruturas de aço
(Universidade Federal de Santa MariaBrasilEngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilCentro de Tecnologia, 2017-03-09)
In order to evaluate their behavior when submitted to simple bending, this paper presents a numerical analysis of two beam-column connection types in steel structures, of double web-angle connections and of extended end-plate ...
Evaluation of marginal bone loss of dental implants with internal or external connections and its association with other variables: A systematic review
(Elsevier B.V., 2016-10-01)
Statement of problem. Different factors can influence marginal bone loss around dental implants, including the type of internal and external connection between the implant and the abutment. The evidence needed to evaluate ...
Numerical study on cyclic response of end-plate biaxial moment connection in box columns
(MDPI, 2020)
The 2008 Wenchuan-China earthquake showed the importance of considering the bidirectional seismic action as a cause of failure in column hinge mechanisms. Subsequently, the large 2011 Tohoku-Japan earthquake revealed that ...
Static and dynamic performance of direct hybrid connections of cross-laminated timber with steel, concrete and laminated strand lumber composites
(2020)
Hybrid multistory buildings are every day more common in the construction industry. However, there is little understanding of the performance of the hybrid connections. In this research, the static and dynamic response of ...