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Paulo Jorge de Melo Matias Faria de Vila Real
AuthID:
R-000-EDE
Publications
Confirmed
To Validate
Document Source:
All
Document Type:
All Document Types
Article (32)
Proceedings Paper (14)
Editorial Material (1)
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Results:
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Confirmed Publications: 47
1
TITLE:
Buckling analysis of braced and unbraced steel frames exposed to fire
Full Text
AUTHORS:
Carlos Couto
;
Paulo Vila Real
;
Nuno Lopes
;
Joao Paulo Rodrigues
;
PUBLISHED:
2013
,
SOURCE:
ENGINEERING STRUCTURES,
VOLUME:
49
INDEXED IN:
Scopus
WOS
CrossRef
:
8
IN MY:
ORCID
2
TITLE:
Fire resistance of walls made of soil-cement and Kraftterra compressed earth blocks. SOIL-CEMENT AND KRAFTTERRA CEBs
Full Text
AUTHORS:
Marcio Buson;
Nuno Lopes
;
Humberto Varum
;
Rosa Maria Sposto
;
Paulo Vila Real
;
PUBLISHED:
2013
,
SOURCE:
FIRE AND MATERIALS,
VOLUME:
37,
ISSUE:
7
INDEXED IN:
Scopus
WOS
CrossRef
IN MY:
ORCID
3
TITLE:
The past 20 years of telecommunication structures in Portugal
Full Text
AUTHORS:
Rui Travanca
;
Humberto Varum
;
Paulo Vila Real
;
PUBLISHED:
2013
,
SOURCE:
ENGINEERING STRUCTURES,
VOLUME:
48
INDEXED IN:
Scopus
WOS
CrossRef
:
6
IN MY:
ORCID
4
TITLE:
Numerical analysis of stainless steel beam-columns in case of fire
Full Text
AUTHORS:
Lopes, N
;
Real, PV
;
da Silva, LS
; Franssen, JM;
PUBLISHED:
2012
,
SOURCE:
FIRE SAFETY JOURNAL,
VOLUME:
50
INDEXED IN:
Scopus
WOS
CrossRef
IN MY:
ORCID
5
TITLE:
Simplified models for assessment and optimal redesign of irregular planar frames
Full Text
AUTHORS:
Varum, H
;
Pinto, A
;
Costa, A
;
Vila Real, PV
;
PUBLISHED:
2012
,
SOURCE:
ENGINEERING STRUCTURES,
VOLUME:
42
INDEXED IN:
Scopus
WOS
CrossRef
:
5
IN MY:
ORCID
6
TITLE:
Ultimate capacity of reinforced concrete sections under fire conditions
AUTHORS:
Barros, H
;
Ferreira, C
;
Vila Real, P
;
PUBLISHED:
2012
,
SOURCE:
6th European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS 2012
in
ECCOMAS 2012 - European Congress on Computational Methods in Applied Sciences and Engineering, e-Book Full Papers
INDEXED IN:
Scopus
IN MY:
ORCID
7
TITLE:
Axially loaded stainless steel columns in case of fire
AUTHORS:
Lopes, N
;
Real, P
;
Da Silva, L
;
Franssen, JM
;
PUBLISHED:
2010
,
SOURCE:
Journal of Structural Fire Engineering,
VOLUME:
1,
ISSUE:
1
INDEXED IN:
Scopus
CrossRef
:
5
IN MY:
ORCID
8
TITLE:
Evaluation of the steel structure fire resistance of a shopping centre using structural fire engineering
AUTHORS:
Vila Real, P
;
Lopes, N
;
PUBLISHED:
2010
,
SOURCE:
Final Conference on COST Action C26: Urban Habitat Constructions under Catastrophic Events
in
COST ACTION C26: Urban Habitat Constructions under Catastrophic Events - Proceedings of the Final Conference
INDEXED IN:
Scopus
IN MY:
ORCID
9
TITLE:
Influence of Thermal Elongation of Beams on the Fire Resistance of RC Frames
AUTHORS:
Xavier, HF;
Faria, R
;
Real, PV
;
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
10
TITLE:
Lateral-Torsional Buckling of Carbon Steel and Stainless Steel Beams Subjected to Combined End Moments and Transverse Loads in Case of Fire
AUTHORS:
Lopes, N
;
Real, PV
;
Da Silva, LS
;
M Franssen
;
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
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