Luis Alberto Proença Simões Silva


AuthID: R-000-9AQ

Confirmed Publications: 108



81
TITLE: Post-buckling analysis of thin-walled channel columns in the framework of the Generalized Beam Theory
AUTHORS: Simao, P ; Simoes Da Silva, L ;
PUBLISHED: 2005, SOURCE: 10th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2005 in Proceedings of the 10th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2005
INDEXED IN: Scopus
IN MY: ORCID
82
TITLE: Sustainability assessment of new construction technologies: A comparative case study
AUTHORS: Gervasio, H; Simoes Da Silva, L ; Braganca, L ;
PUBLISHED: 2005, SOURCE: Final Conference of COST Action C12: Improvement of Buildings' Structural Quality by New Technologies in Improvement of Buildings' Structural Quality by New Technologies - Proceedings of the Final Conference of COST Action C12
INDEXED IN: Scopus
IN MY: ORCID
83
TITLE: A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory  Full Text
AUTHORS: Simao, P ; da Silva, LS ;
PUBLISHED: 2004, SOURCE: THIN-WALLED STRUCTURES, VOLUME: 42, ISSUE: 10
INDEXED IN: Scopus WOS
IN MY: ORCID
84
TITLE: Behaviour of flush end-plate beam-to-column joints under bending and axial force
AUTHORS: da Silva, LS ; de Lima, LRO; Vellasco, PCGDS; de Andrade, SAL;
PUBLISHED: 2004, SOURCE: STEEL & COMPOSITE STRUCTURES, VOLUME: 4, ISSUE: 2
INDEXED IN: Scopus WOS
IN MY: ORCID
85
TITLE: Experimental assessment of the behaviour of bolted T-stub connections made up of welded plates  Full Text
AUTHORS: Coelho, AMG ; Bijlaard, FSK; Gresnigt, N; da Silva, LS ;
PUBLISHED: 2004, SOURCE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 60, ISSUE: 2
INDEXED IN: Scopus WOS CrossRef: 56
IN MY: ORCID
86
TITLE: Experimental assessment of the ductility of extended end plate connections  Full Text
AUTHORS: Coelho, AMG ; Bijlaard, FSK; da Silva, LS ;
PUBLISHED: 2004, SOURCE: ENGINEERING STRUCTURES, VOLUME: 26, ISSUE: 9
INDEXED IN: Scopus WOS CrossRef: 72
IN MY: ORCID
87
TITLE: Experimental evaluation of extended endplate beam-to-column joints subjected to bending and axial force  Full Text
AUTHORS: de Lima, LRO; da Silva, LS ; Vellasco, PCGD; de Andrade, SAL;
PUBLISHED: 2004, SOURCE: ENGINEERING STRUCTURES, VOLUME: 26, ISSUE: 10
INDEXED IN: Scopus WOS CrossRef: 33
IN MY: ORCID
88
TITLE: Lateral-torsional buckling of unrestrained steel beams under fire conditions: Improvement of EC3 proposal  Full Text
AUTHORS: Real, PMMV ; Lopes, N ; da Silva, LS ; Franssen, JM;
PUBLISHED: 2004, SOURCE: COMPUTERS & STRUCTURES, VOLUME: 82, ISSUE: 20-21
INDEXED IN: Scopus WOS CrossRef: 16
IN MY: ORCID
89
TITLE: New proposals for the design of steel beam-columns in case of fire, including a new approach for the lateral-torsional buckling  Full Text
AUTHORS: Lopes, N ; da Silva, LS ; Real, PMMV ; Piloto, P ;
PUBLISHED: 2004, SOURCE: 7th Congress of Applied and Computational Mechanics in COMPUTERS & STRUCTURES, VOLUME: 82, ISSUE: 17-19
INDEXED IN: Scopus WOS CrossRef: 7
IN MY: ORCID
90
TITLE: Numerical modelling of steel beam-columns in case of fire - comparisons with Eurocode 3  Full Text
AUTHORS: Real, PMMV ; Lopes, N ; da Silva, LS ; Piloto, P ; Franssen, JM;
PUBLISHED: 2004, SOURCE: FIRE SAFETY JOURNAL, VOLUME: 39, ISSUE: 1
INDEXED IN: Scopus WOS CrossRef: 17
IN MY: ORCID
Page 9 of 11. Total results: 108.

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