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Nuno Filipe Ferreira Soares Borges Lopes
AuthID:
R-000-DNE
Publications
Confirmed
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Document Source:
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Document Type:
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Article (13)
Proceedings Paper (8)
Editorial Material (1)
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Year Dsc
Year Asc
Cit. WOS Dsc
IF WOS Dsc
Cit. Scopus Dsc
IF Scopus Dsc
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Results:
10
20
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Confirmed Publications: 22
11
TITLE:
Numerical study on stainless steel beam-columns with transverse loading
AUTHORS:
Lopes, N
;
Vila Real, P
;
da Silva, LS
;
PUBLISHED:
2010
,
SOURCE:
International Colloquium on Stability and Ductility of Steel Structures, SDSS'Rio 2010
in
Proceedings of SDSS' Rio 2010: International Colloquium Stability and Ductility of Steel Structures,
VOLUME:
1
INDEXED IN:
Scopus
IN MY:
ORCID
12
TITLE:
Stability Check of Steel Frames Exposed to Fire
AUTHORS:
Real, PV
;
Couto, C
;
Lopes, N
;
Rodrigues, JP
;
PUBLISHED:
2010
,
SOURCE:
6th International Conference on Structures in Fire (SiF 10)
in
STRUCTURES IN FIRE: PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE
INDEXED IN:
Scopus
WOS
IN MY:
ORCID
|
ResearcherID
13
TITLE:
Statistical evaluation of the lateral-torsional buckling resistance of steel I-beams, Part 1: Variability of the Eurocode 3 resistance model
Full Text
AUTHORS:
Rebelo, C
;
Lopes, N
;
Simoes S da Silva
;
Nethercot, D
;
Vila M M V Real
;
PUBLISHED:
2009
,
SOURCE:
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,
VOLUME:
65,
ISSUE:
4
INDEXED IN:
Scopus
WOS
CrossRef
:
32
IN MY:
ORCID
|
ResearcherID
14
TITLE:
Lateral-torsional buckling of stainless steel I-beams in case of fire
Full Text
AUTHORS:
Real, PMMV
;
Lopes, N
;
da Silva, LS
; Franssen, JM;
PUBLISHED:
2008
,
SOURCE:
3rd International Experts Seminar on Stainless Steel in Structures
in
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,
VOLUME:
64,
ISSUE:
11
INDEXED IN:
Scopus
WOS
CrossRef
IN MY:
ORCID
|
ResearcherID
15
TITLE:
Lateral-torsional buckling of ferritic stainless steel beams in case of fire
AUTHORS:
Real, PV
;
Lopes, N
;
Silva, L
; Franssen, JM;
PUBLISHED:
2007
,
SOURCE:
1st International Conference on the Art of Resisting Extreme Natural Forces
in
Art of Resisting Extreme Natural Forces,
VOLUME:
58
INDEXED IN:
Scopus
WOS
CrossRef
IN MY:
ORCID
|
ResearcherID
16
TITLE:
Numerical modelling of the flexural buckling of axially loaded stainless steel members
AUTHORS:
Lopes, N
;
Vila Real, PMM
;
Simoes Da Silva, L
;
PUBLISHED:
2007
,
SOURCE:
3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
in
Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
INDEXED IN:
Scopus
IN MY:
ORCID
17
TITLE:
Numerical modelling of uniform stainless steel members in bending and axial compression
AUTHORS:
Lopes, N
;
Vila Real, PMM
;
Simoes Da Silva, L
;
PUBLISHED:
2007
,
SOURCE:
3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
in
Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
INDEXED IN:
Scopus
IN MY:
ORCID
18
TITLE:
Parametric analysis of the lateral-torsional buckling resistance of steel beams in case of fire
Full Text
AUTHORS:
Vila M M V Real
;
Lopes, N
;
Simoes S da Silva
;
Franssen, JM
;
PUBLISHED:
2007
,
SOURCE:
4th Workshop on Structures in Fire
in
FIRE SAFETY JOURNAL,
VOLUME:
42,
ISSUE:
6-7
INDEXED IN:
Scopus
WOS
CrossRef
:
16
IN MY:
ORCID
|
ResearcherID
19
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
|
ResearcherID
20
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
|
ResearcherID
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