Paulo Jorge de Melo Matias Faria de Vila Real


AuthID: R-000-EDE

Confirmed Publications: 47



41
TITLE: A new proposal of a simple model for the lateral-torsional buckling of unrestrained steel I-beams in case of fire: experimental and numerical validation  Full Text
AUTHORS: Real, PMMV ; Piloto, PAG ; Franssen, JM;
PUBLISHED: 2003, SOURCE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 59, ISSUE: 2
INDEXED IN: WOS
42
TITLE: Towards a consistant safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures
AUTHORS: Vila Real, PMM ; Lopes, N ; da Silva, LS; Piloto, P; Franssen, JM;
PUBLISHED: 2003, SOURCE: STEEL & COMPOSITE STRUCTURES, VOLUME: 3, ISSUE: 6
INDEXED IN: WOS
43
44
TITLE: Post-limit stiffness and ductility of end-plate beam-to-column steel joints  Full Text
AUTHORS: da Silva, LS ; Santiago, A ; Real, PV ;
PUBLISHED: 2002, SOURCE: COMPUTERS & STRUCTURES, VOLUME: 80, ISSUE: 5-6
INDEXED IN: Scopus WOS CrossRef: 45
IN MY: ORCID
45
TITLE: A component model for the behaviour of steel joints at elevated temperatures  Full Text
AUTHORS: da Silva, LS ; Santiago, A ; Real, PV ;
PUBLISHED: 2001, SOURCE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 57, ISSUE: 11
INDEXED IN: Scopus WOS CrossRef: 47
IN MY: ORCID
46
TITLE: Numerical and experimental evaluation of lateral torsional buckling of beams at elevated temperatures
AUTHORS: Piloto, PAG ; Real, PMMV ; Franssen, JM;
PUBLISHED: 2001, SOURCE: 10th International Conference on Computational Methods and Experimental Measurements in COMPUTATIONAL METHODS AND EXPERIMENTAL MEASUREMENTS X, VOLUME: 3
INDEXED IN: Scopus WOS
IN MY: ORCID
47
TITLE: Numerical modeling of lateral-torsional buckling of steel I-beams under fire conditions - Comparison with eurocode 3
AUTHORS: Vila Real, PMM ; Franssen, JM;
PUBLISHED: 2001, SOURCE: Journal of Fire Protection Engineering, VOLUME: 11, ISSUE: 2
INDEXED IN: Scopus
IN MY: ORCID
Page 5 of 5. Total results: 47.

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