Nuno Miguel Rosa Pereira Silvestre
AuthID: R-000-DTF
51
TÃTULO: 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
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
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52
TÃTULO: 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
AUTORES: SILVESTRE, N; CAMOTIM, D ;
PUBLICAÇÃO: 2003, FONTE: Int. J. Str. Stab. Dyn. - International Journal of Structural Stability and Dynamics, VOLUME: 03, NÚMERO: 04
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53
TÃTULO: 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
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
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54
TÃTULO: 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
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
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55
TÃTULO: On the use of generalised beam theory to assess the buckling behaviour of thin-walled FRP members displaying arbitrary orthotropy
AUTORES: Silvestre, N; Camotim, D;
PUBLICAÇÃO: 2001, FONTE: International Conference on FRP Composites in Civil Engineering in FRP COMPOSITES IN CIVIL ENGINEERING, VOLS I AND II, PROCEEDINGS
AUTORES: Silvestre, N; Camotim, D;
PUBLICAÇÃO: 2001, FONTE: International Conference on FRP Composites in Civil Engineering in FRP COMPOSITES IN CIVIL ENGINEERING, VOLS I AND II, PROCEEDINGS
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56
TÃTULO: Buckling behaviour of thin-walled composite columns using generalised beam theory
AUTORES: Silvestre, N; Camotim, D; Batista, E; Nagahama, K;
PUBLICAÇÃO: 2001, FONTE: 3rd International Conference on Thin-Walled Structures in THIN-WALLED STRUCTURES: ADVANCES AND DEVELOPMENTS
AUTORES: Silvestre, N; Camotim, D; Batista, E; Nagahama, K;
PUBLICAÇÃO: 2001, FONTE: 3rd International Conference on Thin-Walled Structures in THIN-WALLED STRUCTURES: ADVANCES AND DEVELOPMENTS
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57
TÃTULO: On the use of the buckling length concept in the design or safety checking of steel plane frames
AUTORES: Baptista, A; Camotim, D; Muzeau, JP; Silvestre, N;
PUBLICAÇÃO: 1999, FONTE: 4th International Conference on Steel and Aluminium Structures (ICSAS 99) in LIGHT-WEIGHT STEEL AND ALUMINIUM STRUCTURES
AUTORES: Baptista, A; Camotim, D; Muzeau, JP; Silvestre, N;
PUBLICAÇÃO: 1999, FONTE: 4th International Conference on Steel and Aluminium Structures (ICSAS 99) in LIGHT-WEIGHT STEEL AND ALUMINIUM STRUCTURES
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