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Model verification and assessment of shear-flexure interaction in pile foundations
(2016)
Fiber models have been developed and applied to various structural elements such as shear walls, beams and columns. Only scarcely have fiber models been applied to circular foundation systems such as cast in drilled holes ...
Análise computacional de blocos sobre estacas em concreto armado
(Universidade Tecnológica Federal do ParanáCuritibaDepartamento Acadêmico de Construção Civil, 2014-08-27)
The objective of this research is to study the reinforced concrete’s performance when submitted a centered load to two, three or four pile caps through numerical analysis. The parameters of pre-sizing and loading adopted ...
Análise e dimensionamento de cortinas de estacas moldadas no local
(Universidade Tecnológica Federal do ParanáToledo, 2012-12-10)
Due to increasing occupancy rate in urban areas is increasingly common use of basements in buildings, and therefore implementation of containment structures is required. Very common, curtain poles molded in place is a ...
Structural behaviour of three-pile caps subjected to axial compressive loading
(SPRINGER, 2008)
This work presents a comparative analysis about the behaviour of pile caps supported by 3 piles subjected to axial loading. Piles with 20 cm and 30 cm diameters were analysed. The main reinforcement was maintained in all ...
Structural behaviour of three-pile caps subjected to axial compressive loading
(Springer, 2008-01-01)
This work presents a comparative analysis about the behaviour of pile caps supported by 3 piles subjected to axial loading. Piles with 20 cm and 30 cm diameters were analysed. The main reinforcement was maintained in all ...
Structural behaviour of three-pile caps subjected to axial compressive loading
(Springer, 2008-01-01)
This work presents a comparative analysis about the behaviour of pile caps supported by 3 piles subjected to axial loading. Piles with 20 cm and 30 cm diameters were analysed. The main reinforcement was maintained in all ...
Analysis of two reinforced concrete pile caps with embedded sockets in the presence of a locking beam
(ESCOLA DE MINAS, 2010)
The present research studies the behavior of reinforced concrete locking beams supported by two capped piles with the socket embedded; used as connections for pre-cast concrete structures. The effect provoked by locking ...
Concrete compressive characteristic strength analysis of pile caps with three pilesAnálise da resistência característica à compressão do concreto em blocos sobre três estacas
(IBRACON - Instituto Brasileiro do Concreto, 2013)
Structural behaviour of three-pile caps subjected to axial compressive loading
(SpringerDordrechtHolanda, 2008)