Seguir
Armando Antao
Armando Antao
Dirección de correo verificada de fct.unl.pt
Título
Citado por
Citado por
Año
A non-linear programming method approach for upper bound limit analysis
MV da Silva, AN Antao
International Journal for Numerical Methods in Engineering 72 (10), 1192-1218, 2007
922007
Upper bound limit analysis with a parallel mixed finite element formulation
MV da Silva, AN Antão
International Journal of Solids and Structures 45 (22-23), 5788-5804, 2008
492008
Passive earth-pressure coefficients by upper-bound numerical limit analysis
AN Antão, TG Santana, M Vicente da Silva, NM da Costa Guerra
Canadian Geotechnical Journal 48 (5), 767-780, 2011
442011
Three-dimensional active earth pressure coefficients by upper bound numerical limit analysis
AN Antão, TG Santana, MV da Silva, NMC Guerra
Computers and Geotechnics 79, 96-104, 2016
362016
Dynamic analysis of rail track for high speed trains. 2D approach
AG Correia, J Cunha, J Marcelino, L Caldeira, J Varandas, Z Dimitrovová, ...
5th International Workshop on Application of Computational Mechanics in …, 2007
332007
Probabilistic analysis of bearing capacity of shallow foundations using three-dimensional limit analyses
JT Simões, LC Neves, AN Antão, NMC Guerra
International Journal of Computational Methods 11 (02), 1342008, 2014
312014
Probabilistic analysis of bearing capacity of shallow foundations using three-dimensional limit analyses
JT Simões, LC Neves, AN Antão, NMC Guerra
International Journal of Computational Methods 11 (02), 1342008, 2014
312014
Analyse de la stabilité des ouvrages souterrains par une méthode cinématique régularisée
AMSN Antao
Ecole Nationale des Ponts et Chaussées, 1997
301997
An upper bound-based solution for the shape factors of bearing capacity of footings under drained conditions using a parallelized mixed fe formulation with quadratic velocity …
AN Antao, MV da Silva, N Guerra, R Delgado
Computers and Geotechnics 41, 23-35, 2012
292012
Reliability assessment of shallow foundations on undrained soils considering soil spatial variability
JT Simões, LC Neves, AN Antao, NMC Guerra
Computers and Geotechnics 119, 103369, 2020
172020
Influence of tension cut-off on the stability of anchored concrete soldier-pile walls in clay
AN Antão, NMC Guerra, M Matos Fernandes, AS Cardoso
Canadian geotechnical journal 45 (7), 1036-1044, 2008
172008
Using a non linear constitutive law to compare Menard PMT and PLT E-moduli
A Gomes Correia, A Antão, M Gambin
Proceedings of the International Conference on Site Characterization 2, 927-933, 2004
102004
Lower and upper bound limit analysis via the alternating direction method of multipliers
MV da Silva, N Deusdado, AN Antao
Computers and Geotechnics 124, 103571, 2020
92020
Application of the Upper and Lower-bound Theorems to Three-dimensional Stability of Slopes
N Deusdado, AN Antão, MV da Silva, N Guerra
Procedia Engineering 143, 674-681, 2016
92016
A novel augmented Lagrangian‐based formulation for upper‐bound limit analysis
M Vicente da Silva, AN Antão
International journal for numerical methods in engineering 89 (12), 1471-1496, 2012
92012
Limit analysis of anchored concrete soldier-pile walls in clay under vertical loading
AS Cardoso, NM da Costa Guerra, AN Antão, MM Fernandes
Canadian geotechnical journal 43 (5), 516-530, 2006
92006
Upper and lower bounds for three-dimensional undrained stability of shallow tunnels
AN Antão, MV da Silva, N Monteiro, N Deusdado
Transportation Geotechnics 27, 100491, 2021
72021
Deep excavations in urban areas—finite element modelling for three geotechnical scenarios and retaining solutions
M Matos Fernandes, AS Cardoso, A Topa Gomes, JL Borges, NC Guerra, ...
Innovative Numerical Modelling in Geomechanics. Taylor & Francis Group …, 2012
52012
Validité de la mesure du module dans le domaine des petites et moyennes déformations par essais de chargement in-situ
M Gambin, A Gomes Correia, A Antao
PARAM 2002, 49-59, 2002
52002
Influence of the embedded length on the overall stability of single anchored retaining walls
CMS Josefino, NMC Guerra, AN Antão
Soils and Rocks 40 (2), 133-145, 2017
32017
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20