161
TÍTULO: On the use of the EC3 and AISI specifications to estimate the ultimate load of CFRP-strengthened cold-formed steel lipped channel columns
AUTORES: Silvestre N.; Camotim D.; Young B.;
PUBLICAÇÃO: 2007, FONTE: Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007, VOLUME: 2
INDEXADO EM: Scopus
162
TÍTULO: Generalised Beam Theory formulation to analyse the post-buckling behaviour of FRP composite thin-walled members
AUTORES: Silva, NF; Silvestre, N; Camotim, D;
PUBLICAÇÃO: 2006, FONTE: 8th International Conference on Computational Structures Technology, CST 2006 in Civil-Comp Proceedings, VOLUME: 83
INDEXADO EM: Scopus
163
TÍTULO: Lateral-torsional stability of prismatic and tapered steel beams: assessing the influence of pre-buckling deflections
AUTORES: Andrade, A; 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
164
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
165
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
166
TÍTULO: Buckling behaviour of thin-walled aluminium and stainless steel columns using Generalised Beam Theory
AUTORES: Goncalves, R; 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
167
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
168
TÍTULO: Stability and static behaviour of steel frames general report
AUTORES: 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
169
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
170
TÍTULO: On the use of beam-column interaction formulae to design and safety check members integrated in steel frame structures
AUTORES: Goncalves, R ; 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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