Dinar Reis Zamith Camotim
AuthID: R-000-48N
171
TITLE: BUCKLING BEHAVIOUR OF CONTINUOUS BEAMS AND FRAMES SUBJECTED TO PATCH LOADING
AUTHORS: Basaglia, C; Camotim, D;
PUBLISHED: 2012, SOURCE: IJSSD Symposium 2012 on Progress in Structural Stability and Dynamics in PROCEEDINGS OF THE IJSSD SYMPOSIUM 2012 ON PROGRESS IN STRUCTURAL STABILITY AND DYNAMICS
AUTHORS: Basaglia, C; Camotim, D;
PUBLISHED: 2012, SOURCE: IJSSD Symposium 2012 on Progress in Structural Stability and Dynamics in PROCEEDINGS OF THE IJSSD SYMPOSIUM 2012 ON PROGRESS IN STRUCTURAL STABILITY AND DYNAMICS
INDEXED IN: 
WOS
WOS172
TITLE: First order elastoplastic GBT analysis of tubular beams
AUTHORS: Abambres, M; Camotim, D; Silvestre, N;
PUBLISHED: 2012, SOURCE: Tubular Structures XIV
AUTHORS: Abambres, M; Camotim, D; Silvestre, N;
PUBLISHED: 2012, SOURCE: Tubular Structures XIV
INDEXED IN: 
Scopus
Scopus173
TITLE: Buckling analysis of steel trusses with thin-walled RHS members using Generalised Beam Theory (GBT)
AUTHORS: Basaglia, C; Camotim, D;
PUBLISHED: 2012, SOURCE: Tubular Structures XIV
AUTHORS: Basaglia, C; Camotim, D;
PUBLISHED: 2012, SOURCE: Tubular Structures XIV
INDEXED IN: Scopus
Scopus174
TITLE: FOREWORD
AUTHORS: Dinar Camotim; Riccardo Zandonini;
PUBLISHED: 2011, SOURCE: ADVANCED STEEL CONSTRUCTION, VOLUME: 7, ISSUE: 1
AUTHORS: Dinar Camotim; Riccardo Zandonini;
PUBLISHED: 2011, SOURCE: ADVANCED STEEL CONSTRUCTION, VOLUME: 7, ISSUE: 1
INDEXED IN: WOS
WOS175
TITLE: Incorporation of wall finite relative rotations in a geometrically exact thin-walled beam element Full Text
AUTHORS: Rodrigo Gonçalves; Manuel Ritto-Corrêa; Dinar Camotim;
PUBLISHED: 2011, SOURCE: Computational Mechanics - Comput Mech, VOLUME: 48, ISSUE: 2
AUTHORS: Rodrigo Gonçalves; Manuel Ritto-Corrêa; Dinar Camotim;
PUBLISHED: 2011, SOURCE: Computational Mechanics - Comput Mech, VOLUME: 48, ISSUE: 2
176
TITLE: Generalised beam theory-based finite elements for elastoplastic thin-walled metal members Full Text
AUTHORS: Rodrigo Gonçalves; Dinar Camotim;
PUBLISHED: 2011, SOURCE: Thin-Walled Structures, VOLUME: 49, ISSUE: 10
AUTHORS: Rodrigo Gonçalves; Dinar Camotim;
PUBLISHED: 2011, SOURCE: Thin-Walled Structures, VOLUME: 49, ISSUE: 10
177
TITLE: LOCAL/DISTORTIONAL/GLOBAL MODE INTERACTION IN SIMPLY SUPPORTED COLD-FORMED STEEL LIPPED CHANNEL COLUMNS Full Text
AUTHORS: DINIS, PB; CAMOTIM, D;
PUBLISHED: 2011, SOURCE: Int. J. Str. Stab. Dyn. - International Journal of Structural Stability and Dynamics, VOLUME: 11, ISSUE: 05
AUTHORS: DINIS, PB; CAMOTIM, D;
PUBLISHED: 2011, SOURCE: Int. J. Str. Stab. Dyn. - International Journal of Structural Stability and Dynamics, VOLUME: 11, ISSUE: 05
178
TITLE: GENERALIZED BEAM THEORY REVISITED: FROM THE KINEMATICAL ASSUMPTIONS TO THE DEFORMATION MODE DETERMINATION Full Text
AUTHORS: SILVESTRE, N; CAMOTIM, D; SILVA, NF;
PUBLISHED: 2011, SOURCE: Int. J. Str. Stab. Dyn. - International Journal of Structural Stability and Dynamics, VOLUME: 11, ISSUE: 05
AUTHORS: SILVESTRE, N; CAMOTIM, D; SILVA, NF;
PUBLISHED: 2011, SOURCE: Int. J. Str. Stab. Dyn. - International Journal of Structural Stability and Dynamics, VOLUME: 11, ISSUE: 05
179
TITLE: FOREWORD Full Text
AUTHORS: Dinar Camotim; Miroslav Škaloud;
PUBLISHED: 2011, SOURCE: Int. J. Str. Stab. Dyn. - International Journal of Structural Stability and Dynamics, VOLUME: 11, ISSUE: 05
AUTHORS: Dinar Camotim; Miroslav Škaloud;
PUBLISHED: 2011, SOURCE: Int. J. Str. Stab. Dyn. - International Journal of Structural Stability and Dynamics, VOLUME: 11, ISSUE: 05
180
TITLE: BUCKLING, POST-BUCKLING, COLLAPSE AND DESIGN OF THREE SPAN COLD-FORMED STEEL BEAMS
AUTHORS: Basaglia, C; Camotim, D;
PUBLISHED: 2011, SOURCE: 7th International Conference on Steel and Aluminium Structures (ICSAS) in Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS 2011)
AUTHORS: Basaglia, C; Camotim, D;
PUBLISHED: 2011, SOURCE: 7th International Conference on Steel and Aluminium Structures (ICSAS) in Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS 2011)
INDEXED IN: WOS
WOS