Dinar Reis Zamith Camotim


AuthID: R-000-48N

Confirmed Publications: 193



91
TITLE: GBT AND cFSM: TWO MODAL APPROACHES TO THE BUCKLING ANALYSIS OF UNBRANCHED THIN-WALLED MEMBERS
AUTHORS: Adany, S; Silvestre, N ; Schafer, BW; Camotim, D ;
PUBLISHED: 2009, SOURCE: 6th International Conference on Steel and Aluminium Structures (ICSAS 07) in ADVANCED STEEL CONSTRUCTION, VOLUME: 5, ISSUE: 2
INDEXED IN: Scopus WOS
IN MY: ORCID
92
TITLE: GBT formulation to analyse the first-order and buckling behaviour of thin-walled members with arbitrary cross-sections  Full Text
AUTHORS: Goncalves, R ; Dinis, PB ; Camotim, D ;
PUBLISHED: 2009, SOURCE: THIN-WALLED STRUCTURES, VOLUME: 47, ISSUE: 5
INDEXED IN: Scopus WOS
IN MY: ORCID
93
TITLE: GBT-based local, distortional and global buckling analysis of thin-walled steel frames  Full Text
AUTHORS: Basaglia, C; Camotim, D ; Silvestre, N ;
PUBLISHED: 2009, SOURCE: THIN-WALLED STRUCTURES, VOLUME: 47, ISSUE: 11
INDEXED IN: Scopus WOS CrossRef
IN MY: ORCID
94
TITLE: Generalised beam theory based local and global dynamic analysis of high-speed railway bridge decks
AUTHORS: Bebiano, R; Silvestre, N ; Camotim, D ;
PUBLISHED: 2009, SOURCE: 12th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2009 in Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing
INDEXED IN: Scopus
IN MY: ORCID
95
TITLE: Local and global buckling and post-buckling analysis of thin-walled members using enhanced beam finite elements
AUTHORS: Goncalves, RM ; Camotim, D ; Ritto Correa, M ;
PUBLISHED: 2009, SOURCE: 12th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2009 in Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing
INDEXED IN: Scopus
IN MY: ORCID
96
TITLE: Local/distortional/global interaction in lipped channel columns: Behaviour and strength
AUTHORS: Dinis, PB ; Camotim, D ; Batista, EM; Santos, E;
PUBLISHED: 2009, SOURCE: 6th International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics, ICASS 2009 in ICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics
INDEXED IN: Scopus
IN MY: ORCID
97
TITLE: Non-linear generalised beam theory formulation for open-section thin-walled members with arbitrary support conditions
AUTHORS: Basaglia, C; Camotim, D ; Silvestre, N ;
PUBLISHED: 2009, SOURCE: 12th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2009 in Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing
INDEXED IN: Scopus
IN MY: ORCID
98
TITLE: Numerical investigation of adjustable telescopic steel props
AUTHORS: Andre, J; Baptista, AM; Camotim, D ;
PUBLISHED: 2009, SOURCE: 12th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2009 in Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing
INDEXED IN: Scopus
IN MY: ORCID
99
TITLE: On the relevance of local-distortional interaction in the post-buckling behaviour and strength of cold-formed steel lipped channel columns
AUTHORS: Dinis, PB ; Silvestre, N ; Camotim, D ;
PUBLISHED: 2009, SOURCE: 12th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2009 in Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing
INDEXED IN: Scopus
IN MY: ORCID
100
TITLE: On the use of the EC3 and AISI specifications to estimate the ultimate load of CFRP-strengthened cold-formed steel lipped channel columns  Full Text
AUTHORS: Nuno Silvestre ; Dinar Camotim ; Ben Young;
PUBLISHED: 2009, SOURCE: 1st Asia-Pacific Conference on FRP in Structures (APFIS 2007) in THIN-WALLED STRUCTURES, VOLUME: 47, ISSUE: 10
INDEXED IN: Scopus WOS CrossRef
IN MY: ORCID
Página 10 de 20. Total de resultados: 193.

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