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
IN MY: ORCID
44
TITLE: Post-limit stiffness and ductility of end-plate beam-to-column steel joints
AUTHORS: da Silva, LS ; Santiago, A ; Real, PV ;
PUBLISHED: 2002, SOURCE: COMPUTERS & STRUCTURES, VOLUME: 80, ISSUE: 5-6
INDEXED IN: Scopus WOS CrossRef Handle
IN MY: ORCID
45
TITLE: A component model for the behaviour of steel joints at elevated temperatures
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 Handle
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 Handle
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.