41
TITLE: Local, Distortional and Global Post-Buckling Analysis of Frames using Generalised Beam Theory
AUTHORS: Basaglia, C; Camotim, D; Silvestre, N;
PUBLISHED: 2010, SOURCE: 10th International Conference on Computational Structures Technology in PROCEEDINGS OF THE TENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY, VOLUME: 93
INDEXED IN: WOS
42
TITLE: Stability of Compressed Carbon Nanotubes Using Shell Models
AUTHORS: Silvestre, N; Camotim, D;
PUBLISHED: 2009, SOURCE: 3rd International Symposium on Nanotechnology in Construction in NANOTECHNOLOGY IN CONSTRUCTION 3, PROCEEDINGS
INDEXED IN: WOS CrossRef
43
TITLE: Bending Instabilities of Carbon Nanotubes
AUTHORS: Silvestre, N; Camotim, D;
PUBLISHED: 2009, SOURCE: 3rd International Symposium on Nanotechnology in Construction in NANOTECHNOLOGY IN CONSTRUCTION 3, PROCEEDINGS
INDEXED IN: WOS CrossRef
46
TITLE: GBT post-buckling analysis of cold-formed steel members
AUTHORS: Silvestre, N; 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
47
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
48
TITLE: NONLINEAR GENERALIZED BEAM THEORY FOR COLD-FORMED STEEL MEMBERS  Full Text
AUTHORS: SILVESTRE, N; CAMOTIM, D ;
PUBLISHED: 2003, SOURCE: Int. J. Str. Stab. Dyn. - International Journal of Structural Stability and Dynamics, VOLUME: 03, ISSUE: 04
INDEXED IN: CrossRef
49
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
50
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
Page 5 of 6. Total results: 53.