Follow
José Paulo Moitinho de Almeida
José Paulo Moitinho de Almeida
Professor Associado, Civil Engineering, Instituto Superior Técnico
Verified email at civil.ist.utl.pt
Title
Cited by
Cited by
Year
Non-conventional formulations for the finite element method
JA Teixeira de Freitas, JP Moitinho de Almeida, EMB Ribeiro Pereira
Computational Mechanics 23 (5), 488-501, 1999
117*1999
Alternative approach to the formulation of hybrid equilibrium finite elements
JPM De Almeida, JAT De Freitas
Computers & Structures 40 (4), 1043-1047, 1991
931991
An accurate, robust, and easy-to-implement method for integration over arbitrary polyhedra: application to embedded interface methods
Y Sudhakar, JPM De Almeida, WA Wall
Journal of Computational Physics 273, 393-415, 2014
762014
A general formulation of equilibrium macro‐elements with control of spurious kinematic modes: the exorcism of an old curse
EAW Maunder, JPM de Almeida, ACA Ramsay
International Journal for Numerical Methods in Engineering 39 (18), 3175-3194, 1996
661996
Upper bounds of the error in local quantities using equilibrated and compatible finite element solutions for linear elastic problems
JPM de Almeida, OJBA Pereira
Computer Methods in Applied Mechanics and Engineering 195 (4-6), 279-296, 2006
652006
A set of hybrid equilibrium finite element models for the analysis of three‐dimensional solids
JPM De Almeida, OJBA Pereira
International Journal for Numerical Methods in Engineering 39 (16), 2789-2802, 1996
601996
A basis for bounding the errors of proper generalised decomposition solutions in solid mechanics
JPM de Almeida
International Journal for Numerical Methods in Engineering 94 (10), 961-984, 2013
582013
Equilibrium finite element formulations
JPM de Almeida, EA Maunder
John Wiley & Sons, 2017
542017
Adaptive methods for hybrid equilibrium finite element models
OJBA Pereira, JPM de Almeida, EAW Maunder
Computer Methods in Applied Mechanics and Engineering 176 (1-4), 19-39, 1999
521999
Recovery of equilibrium on star patches using a partition of unity technique
JP Moitinho de Almeida, EAW Maunder
International Journal for Numerical Methods in Engineering 79 (12), 1493-1516, 2009
432009
A hybrid-mixed finite element formulation for the geometrically exact analysis of three-dimensional framed structures
H Santos, PM Pimenta, JPM Almeida
Computational Mechanics 48, 591-613, 2011
412011
Hybrid and multi-field variational principles for geometrically exact three-dimensional beams
H Santos, PM Pimenta, JPM De Almeida
International Journal of Non-Linear Mechanics 45 (8), 809-820, 2010
302010
A triangular hybrid equilibrium plate element of general degree
EAW Maunder, JP Moitinho de Almeida
International Journal for Numerical Methods in Engineering 63 (3), 315-350, 2005
292005
Continuity conditions for finite element analysis of solids
JPM De Almeida, JAT De Freitas
International journal for numerical methods in engineering 33 (4), 845-853, 1992
291992
Guaranteed error bounds in homogenisation: an optimum stochastic approach to preserve the numerical separation of scales
DA Paladim, JPM de Almeida, S Bordas, P Kerfriden
International Journal for Numerical Methods in Engineering, 2016
272016
Equilibrium-based finite-element formulation for the geometrically exact analysis of planar framed structures
H Santos, JP Moitinho de Almeida
Journal of engineering mechanics 136 (12), 1474-1490, 2010
272010
Hybrid-equilibrium elements with control of spurious kinematic modes
EAW Maunder, JP Moitiniho de Almeida
Computer Assisted Mechanics and Engineering Sciences 4, 587-606, 1997
251997
Modelos de elementos finitos para a analise elastoplastica
J Almeida
Lisboa, Instituto Superior Técnico. Ph. D Thesis, 1991
231991
The stability of stars of triangular equilibrium plate elements
EAW Maunder, JP Moitinho de Almeida
International journal for numerical methods in engineering 77 (7), 922-968, 2009
212009
A family of Piola–Kirchhoff hybrid stress finite elements for two-dimensional linear elasticity
H Santos, JPM De Almeida
Finite Elements in Analysis and Design 85, 33-49, 2014
192014
The system can't perform the operation now. Try again later.
Articles 1–20