Armando Manuel Sequeira Nunes Antão


AuthID: R-000-2HX

Confirmed Publications: 10



1
TITLE: A novel augmented Lagrangian-based formulation for upper-bound limit analysis. A NOVEL AUGMENTED LAGRANGIAN-BASED FORMULATION  Full Text
AUTHORS: Vicente da Silva, MV; Antao, AN ;
PUBLISHED: 2012, SOURCE: INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, VOLUME: 89, ISSUE: 12
INDEXED IN: Scopus WOS CrossRef
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2
3
TITLE: Passive earth-pressure coefficients by upper-bound numerical limit analysis  Full Text
AUTHORS: Armando N Antao ; Teresa G Santana; Mario Vicente da Silva; Nuno M D da Costa Guerra;
PUBLISHED: 2011, SOURCE: CANADIAN GEOTECHNICAL JOURNAL, VOLUME: 48, ISSUE: 5
INDEXED IN: Scopus WOS
IN MY: ORCID
4
TITLE: Influence of tension cut-off on the stability of anchored concrete soldier-pile walls in clay  Full Text
AUTHORS: Armando N Antao ; Nuno M D da Costa Guerra; Manuel Matos Fernandes ; Antonio S Cardoso ;
PUBLISHED: 2008, SOURCE: CANADIAN GEOTECHNICAL JOURNAL, VOLUME: 45, ISSUE: 7
INDEXED IN: Scopus WOS
IN MY: ORCID
5
TITLE: Upper bound limit analysis with a parallel mixed finite element formulation  Full Text
AUTHORS: Vicente V da Silva; Antao, AN ;
PUBLISHED: 2008, SOURCE: INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, VOLUME: 45, ISSUE: 22-23
INDEXED IN: Scopus WOS CrossRef
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6
TITLE: A non-linear programming method approach for upper bound limit analysis  Full Text
AUTHORS: Vicente V da Silva; Antao, AN ;
PUBLISHED: 2007, SOURCE: INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, VOLUME: 72, ISSUE: 10
INDEXED IN: Scopus WOS CrossRef
IN MY: ORCID
7
TITLE: Earth pressures of soils in undrained conditions. Application to the stability of flexible retaining walls
AUTHORS: Armando Nunes Antao ; Nuno Da D C Guerra; Antonio Silva Cardoso ; Manuel Matos Fernandes ;
PUBLISHED: 2007, SOURCE: 5th International Workshop on Applications of Computational Mechanics in Geotechnical Engineering in APPLICATIONS OF COMPUTATIONAL MECHANICS IN GEOTECHNICAL ENGINEERING V
INDEXED IN: Scopus WOS
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8
TITLE: Numerical implementation of the kinematical theorem: Application to the determination of 3D passive earth pressures of cohesionless soils
AUTHORS: Vicente Da Silva, M; Antao, AN ; Guerra, NC;
PUBLISHED: 2007, SOURCE: 9th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS IX in Computational Plasticity - Fundamentals and Applications, COMPLAS IX, ISSUE: PART 1
INDEXED IN: Scopus
IN MY: ORCID
9
TITLE: Limit analysis of anchored concrete soldier-pile walls in clay under vertical loading  Full Text
AUTHORS: Antnio S Cardoso ; Nuno M D da Costa Guerra; Armando N Antao ; Manuel Matos Fernandes ;
PUBLISHED: 2006, SOURCE: CANADIAN GEOTECHNICAL JOURNAL, VOLUME: 43, ISSUE: 5
INDEXED IN: Scopus WOS CrossRef
IN MY: ORCID
10
TITLE: Limit analysis of concrete soldier-pile walls in clay: Influence of the height of the excavation levels on vertical stability
AUTHORS: Antao, AN ; Guerra, NMDC; Matos Fernandes, M ; Cardoso, AS ;
PUBLISHED: 2005, SOURCE: 8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII in Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII, ISSUE: PART 1
INDEXED IN: Scopus
IN MY: ORCID

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