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TÍTULO: Local, Distortional and Global Post-Buckling Analysis of Frames using Generalised Beam Theory
AUTORES: Basaglia, C; Camotim, D; Silvestre, N;
PUBLICAÇÃO: 2010, FONTE: 10th International Conference on Computational Structures Technology in PROCEEDINGS OF THE TENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY, VOLUME: 93
INDEXADO EM: WOS
42
TÍTULO: Stability of Compressed Carbon Nanotubes Using Shell Models
AUTORES: Silvestre, N; Camotim, D;
PUBLICAÇÃO: 2009, FONTE: 3rd International Symposium on Nanotechnology in Construction in NANOTECHNOLOGY IN CONSTRUCTION 3, PROCEEDINGS
INDEXADO EM: WOS CrossRef
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TÍTULO: Bending Instabilities of Carbon Nanotubes
AUTORES: Silvestre, N; Camotim, D;
PUBLICAÇÃO: 2009, FONTE: 3rd International Symposium on Nanotechnology in Construction in NANOTECHNOLOGY IN CONSTRUCTION 3, PROCEEDINGS
INDEXADO EM: WOS CrossRef
46
TÍTULO: GBT post-buckling analysis of cold-formed steel members
AUTORES: Silvestre, N; Camotim, D;
PUBLICAÇÃO: 2003, FONTE: International Conference on Advances in Structures, Steel, Concrete, Composite and Aluminium (ASSCCA 03) in ADVANCES IN STRUCTURES, VOLS 1 AND 2
INDEXADO EM: WOS
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TÍTULO: GBT-based computational approach to analyse the geometrically non-linear behaviour of steel and composite thin-walled members
AUTORES: Camotim, D; Silvestre, N;
PUBLICAÇÃO: 2003, FONTE: 9th International Conference on Enhancement and Promotion of Computational Methods in Engineering and Science in COMPUTATIONAL METHODS IN ENGINEERING AND SCIENCE, PROCEEDINGS
INDEXADO EM: WOS
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TÍTULO: NONLINEAR GENERALIZED BEAM THEORY FOR COLD-FORMED STEEL MEMBERS  Full Text
AUTORES: SILVESTRE, N; CAMOTIM, D ;
PUBLICAÇÃO: 2003, FONTE: Int. J. Str. Stab. Dyn. - International Journal of Structural Stability and Dynamics, VOLUME: 03, NÚMERO: 04
INDEXADO EM: CrossRef
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TÍTULO: GBT-based distortional buckling formulae for thin-walled rack-section columns and beams
AUTORES: Silvestre, N; Nagahama, K; Camotim, D; Batista, E;
PUBLICAÇÃO: 2002, FONTE: 3rd International Conference on Advances in Steel Structures in ADVANCES IN STEEL STRUCTURES, VOLS I & II, PROCEEDINGS
INDEXADO EM: WOS
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TÍTULO: A semi-analytical method to study the post-buckling behaviour, imperfection-sensitivity and mode interaction in steel frames
AUTORES: Silvestre, N; Camotim, D;
PUBLICAÇÃO: 2002, FONTE: 5th International Colloquium on Stability and Ductility of Steel Structures in STABILITY AND DUCTILITY OF STEEL STRUCTURES
INDEXADO EM: WOS
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