221
TITLE: GBT FORMULATION TO ANALYZE THE BUCKLING BEHAVIOR OF THIN-WALLED MEMBERS SUBJECTED TO NON-UNIFORM BENDING  Full Text
AUTHORS: RUI BEBIANO; NUNO SILVESTRE; DINAR CAMOTIM ;
PUBLISHED: 2007, SOURCE: Int. J. Str. Stab. Dyn. - International Journal of Structural Stability and Dynamics, VOLUME: 07, ISSUE: 01
INDEXED IN: CrossRef
222
TITLE: GBT-based analysis of the local and global buckling behaviour of thin-walled steel frames subjected to arbitrary loadings
AUTHORS: Basaglia, C; Camotim, D ; Silvestre, N ;
PUBLISHED: 2007, SOURCE: 5th International Conference on Advances in Steel Structures, ICASS 2007 in 5th International Conference on Advances in Steel Structures, ICASS 2007, VOLUME: 3
INDEXED IN: Scopus
223
TITLE: GBT-based analysis of the local-plate, distortional and global buckling behavior of thin-walled steel frames
AUTHORS: Basaglia, C; Camotim, D ; Silvestre, N ;
PUBLISHED: 2007, SOURCE: 2007 Annual Stability Conference in Structural Stability Research Council - Proceedings of the 2007 Annual Stability Conference
INDEXED IN: Scopus
224
TITLE: GBT-based local and global vibration analysis of thin-walled members
AUTHORS: Camotim, D ; Silvestre, N; Bebiano, R;
PUBLISHED: 2007, SOURCE: Analysis and Design of Plated Structures: Dynamics
INDEXED IN: Scopus CrossRef
225
TITLE: International Journal of Structural Stability and Dynamics (IJSSD) - Foreword  Full Text
AUTHORS: Dinar Camotim ;
PUBLISHED: 2007, SOURCE: INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, VOLUME: 7, ISSUE: 2
INDEXED IN: Scopus WOS
226
TITLE: Lateral-torsional buckling of singly symmetric web-tapered thin-walled I-beams: 1D model vs. shell FEA  Full Text
AUTHORS: Andrade, A ; Camotim, D ; Dinis, PB ;
PUBLISHED: 2007, SOURCE: 7th International Conference on Computational Structures Technology/4th International Conference on Engineering Computational Technology in COMPUTERS & STRUCTURES, VOLUME: 85, ISSUE: 17-18
INDEXED IN: Scopus WOS CrossRef
227
TITLE: Numerical analysis of the non-linear behaviour of CFRP-strengthened cold-formed steel columns
AUTHORS: Silvestre, N ; Camotim, D ; Young, B;
PUBLISHED: 2007, SOURCE: 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures in Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
INDEXED IN: Scopus
228
TITLE: On the application of the direct strength method to cold-formed steel beams subjected to non-uniform bending
AUTHORS: Bebiano, R; Dinis, PB ; Silvestre, N ; Camotim, D ;
PUBLISHED: 2007, SOURCE: 5th International Conference on Advances in Steel Structures, ICASS 2007 in 5th International Conference on Advances in Steel Structures, ICASS 2007, VOLUME: 3
INDEXED IN: Scopus
229
TITLE: On the design of web-tapered I-section beams
AUTHORS: Andrade, A ; Dinis, PB ; Providencia, P; Camotim, D ;
PUBLISHED: 2007, SOURCE: 5th International Conference on Advances in Steel Structures, ICASS 2007 in 5th International Conference on Advances in Steel Structures, ICASS 2007, VOLUME: 3
INDEXED IN: Scopus
230
TITLE: On the evaluation of elastic critical moments in doubly and singly symmetric I-section cantilevers  Full Text
AUTHORS: Andrade, A ; Camotim, D ; Providencia e E Costa ;
PUBLISHED: 2007, SOURCE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 63, ISSUE: 7
INDEXED IN: Scopus WOS CrossRef: 21
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