Luis Alberto Proença Simões Silva


AuthID: R-000-9AQ

Confirmed Publications: 108



91
TITLE: Reliability assessment of the post-limit stiffness and ductility of steel joints  Full Text
AUTHORS: Gervasio, H ; da Silva, LS ; Borges, L;
PUBLISHED: 2004, SOURCE: 3rd European Conference on Steel Structures in JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 60, ISSUE: 3-5
INDEXED IN: Scopus WOS
IN MY: ORCID
92
TITLE: The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature
AUTHORS: Real, PMMV ; Cazeli, R; da Silva, LS ; Santiago, A ; Piloto, P ;
PUBLISHED: 2004, SOURCE: 3rd European Conference on Steel Structures in JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 60, ISSUE: 3-5
INDEXED IN: Scopus WOS CrossRef Handle
IN MY: ORCID
93
TITLE: Rotational stiffness of rectangular hollow sections composite joints  Full Text
AUTHORS: Silva, LAP ; Neves, LFN ; Gomes, FCT;
PUBLISHED: 2003, SOURCE: JOURNAL OF STRUCTURAL ENGINEERING-ASCE, VOLUME: 129, ISSUE: 4
INDEXED IN: Scopus WOS CrossRef: 17
IN MY: ORCID
94
TITLE: Experimental and mechanical model for predicting the behaviour of minor axis beam-to-column semi-rigid joints  Full Text
AUTHORS: de Lima, LRO; de Andrade, SAL; Vellasco, PCGD; da Silva, LS ;
PUBLISHED: 2002, SOURCE: 7th International Symposium on Structural Failure and Plasticity (IMPLAST 2000) in INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, VOLUME: 44, ISSUE: 6
INDEXED IN: Scopus WOS CrossRef: 30
IN MY: ORCID
95
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
96
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
97
TITLE: A ductility model for steel connections  Full Text
AUTHORS: da Silva, LS ; Coelho, AG ;
PUBLISHED: 2001, SOURCE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 57, ISSUE: 1
INDEXED IN: Scopus WOS CrossRef: 32
IN MY: ORCID
98
TITLE: An analytical evaluation of the response of steel joints under bending and axial force  Full Text
AUTHORS: da Silva, LS ; Coelho, AMG ;
PUBLISHED: 2001, SOURCE: COMPUTERS & STRUCTURES, VOLUME: 79, ISSUE: 8
INDEXED IN: Scopus WOS CrossRef: 17
IN MY: ORCID
99
TITLE: Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading  Full Text
AUTHORS: da Silva, LS ; Simoes, RD ; Cruz, PJS ;
PUBLISHED: 2001, SOURCE: ENGINEERING STRUCTURES, VOLUME: 23, ISSUE: 11
INDEXED IN: Scopus WOS CrossRef: 38
IN MY: ORCID
100
TITLE: Equivalent post-buckling models for the flexural behaviour of steel connections  Full Text
AUTHORS: da Silva, LS ; Coelho, AG ; Neto, EL;
PUBLISHED: 2000, SOURCE: COMPUTERS & STRUCTURES, VOLUME: 77, ISSUE: 6
INDEXED IN: Scopus WOS CrossRef: 12
IN MY: ORCID
Page 10 of 11. Total results: 108.

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