1
TÍTULO: Development of a consistent design procedure for lateral-torsional buckling of tapered beams  Full Text
AUTORES: Liliana Marques ; Luis Simoes da Silva ; Richard Greiner; Carlos Rebelo ; Andreas Taras;
PUBLICAÇÃO: 2013, FONTE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 89
INDEXADO EM: Scopus WOS CrossRef: 12
2
TÍTULO: Stability verification of web-tapered beam-columns - Possible approaches and open questions
AUTORES: Marques, L ; Da Silva, LS ; Rebelo, C ;
PUBLICAÇÃO: 2013, FONTE: Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013 in Structural Stability Research Council Annual Stability Conference 2013, SSRC 2013
INDEXADO EM: Scopus
NO MEU: ORCID
3
TÍTULO: Development of a consistent buckling design procedure for tapered columns  Full Text
AUTORES: Liliana Marques ; Andreas Taras; Luis Simoes da Silva ; Richard Greiner; Carlos Rebelo ;
PUBLICAÇÃO: 2012, FONTE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 72
INDEXADO EM: Scopus WOS CrossRef: 21
4
TÍTULO: Numerical validation of the general method in EC3-1-1 for prismatic members  Full Text
AUTORES: Simoes S da Silva ; Marques, L ; Rebelo, C ;
PUBLICAÇÃO: 2010, FONTE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 66, NÚMERO: 4
INDEXADO EM: Scopus WOS CrossRef: 18
5
TÍTULO: Application of the general method for the evaluation of the stability resistance of non-uniform members
AUTORES: Simes Da Silva, L; Rebelo, C ; Marques, L ;
PUBLICAÇÃO: 2009, FONTE: 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
INDEXADO EM: Scopus
NO MEU: ORCID
6
TÍTULO: Numerical validation of the General Method in EC3-1-1: Lateral buckling, Lateral-torsional buckling and bending and axial force interaction
AUTORES: Liliana Marques ; Luis Simoes da Silva; Carlos Rebelo;
PUBLICAÇÃO: 2009, FONTE: 9th International Conference on Steel-Concrete Composite and Hybrid Structures in STEEL CONCRETE COMPOSITE AND HYBRID STRUCTURES
INDEXADO EM: WOS
7
TÍTULO: Statistical evaluation of the lateral-torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties  Full Text
AUTORES: Simoes S da Silva ; Rebelo, C ; Nethercot, D; Marques, L ; Simoes, R ; Vila M M V Real ;
PUBLICAÇÃO: 2009, FONTE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 65, NÚMERO: 4
INDEXADO EM: Scopus WOS CrossRef: 43