171
TITLE: GBT-based computational approach to analyse the geometrically non-linear behaviour of steel and composite thin-walled members
AUTHORS: Camotim, D; Silvestre, N;
PUBLISHED: 2003, SOURCE: 9th International Conference on Enhancement and Promotion of Computational Methods in Engineering and Science in COMPUTATIONAL METHODS IN ENGINEERING AND SCIENCE, PROCEEDINGS
INDEXED IN: WOS
172
TITLE: Buckling behaviour of thin-walled aluminium and stainless steel columns using Generalised Beam Theory
AUTHORS: Goncalves, R; Camotim, D;
PUBLISHED: 2003, SOURCE: International Conference on Advances in Structures, Steel, Concrete, Composite and Aluminium (ASSCCA 03) in ADVANCES IN STRUCTURES, VOLS 1 AND 2
INDEXED IN: WOS
173
TITLE: GBT-based distortional buckling formulae for thin-walled rack-section columns and beams
AUTHORS: Silvestre, N; Nagahama, K; Camotim, D; Batista, E;
PUBLISHED: 2002, SOURCE: 3rd International Conference on Advances in Steel Structures in ADVANCES IN STEEL STRUCTURES, VOLS I & II, PROCEEDINGS
INDEXED IN: WOS
174
TITLE: Stability and static behaviour of steel frames general report
AUTHORS: Camotim, D;
PUBLISHED: 2002, SOURCE: 5th International Colloquium on Stability and Ductility of Steel Structures in STABILITY AND DUCTILITY OF STEEL STRUCTURES
INDEXED IN: WOS
175
TITLE: A semi-analytical method to study the post-buckling behaviour, imperfection-sensitivity and mode interaction in steel frames
AUTHORS: Silvestre, N; Camotim, D;
PUBLISHED: 2002, SOURCE: 5th International Colloquium on Stability and Ductility of Steel Structures in STABILITY AND DUCTILITY OF STEEL STRUCTURES
INDEXED IN: WOS
176
TITLE: On the use of beam-column interaction formulae to design and safety check members integrated in steel frame structures
AUTHORS: Goncalves, R ; Camotim, D;
PUBLISHED: 2002, SOURCE: 5th International Colloquium on Stability and Ductility of Steel Structures in STABILITY AND DUCTILITY OF STEEL STRUCTURES
INDEXED IN: WOS
177
TITLE: On the use of generalised beam theory to assess the buckling behaviour of thin-walled FRP members displaying arbitrary orthotropy
AUTHORS: Silvestre, N; Camotim, D;
PUBLISHED: 2001, SOURCE: International Conference on FRP Composites in Civil Engineering in FRP COMPOSITES IN CIVIL ENGINEERING, VOLS I AND II, PROCEEDINGS
INDEXED IN: WOS
178
TITLE: Buckling behaviour of thin-walled composite columns using generalised beam theory
AUTHORS: Silvestre, N; Camotim, D; Batista, E; Nagahama, K;
PUBLISHED: 2001, SOURCE: 3rd International Conference on Thin-Walled Structures in THIN-WALLED STRUCTURES: ADVANCES AND DEVELOPMENTS
INDEXED IN: WOS CrossRef
179
TITLE: Integration algorithm forJ2 elastoplasticity under arbitrary mixed stress-strain control  Full Text
AUTHORS: Ritto-Corr�a, M; Camotim, D;
PUBLISHED: 2001, SOURCE: International Journal for Numerical Methods in Engineering - Int. J. Numer. Meth. Engng., VOLUME: 50, ISSUE: 5
INDEXED IN: CrossRef
180
TITLE: On the use of the buckling length concept in the design or safety checking of steel plane frames
AUTHORS: Baptista, A; Camotim, D; Muzeau, JP; Silvestre, N;
PUBLISHED: 1999, SOURCE: 4th International Conference on Steel and Aluminium Structures (ICSAS 99) in LIGHT-WEIGHT STEEL AND ALUMINIUM STRUCTURES
INDEXED IN: WOS CrossRef
Page 18 of 19. Total results: 184.