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Rui Manuel Menezes Carneiro de Barros
AuthID:
R-000-FYA
Publications
Confirmed
To Validate
Document Source:
All
Document Type:
All Document Types
Proceedings Paper (95)
Article (19)
Editorial Material (6)
Book Chapter (1)
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Order:
Year Dsc
Year Asc
Cit. WOS Dsc
IF WOS Dsc
Cit. Scopus Dsc
IF Scopus Dsc
Title Asc
Title Dsc
Results:
10
20
30
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50
Confirmed Publications: 121
101
TITLE:
Numerical Validation of the Experimental Cyclic Response of Reinforced Concrete Frames
AUTHORS:
Braz Cesar, MT
;
Oliveira, DV
;
Barros, RC
;
PUBLISHED:
2008
,
SOURCE:
6th International Conferece on Engineering Computational Technology (ECT 2008) / 9th International Conference on Computational Structures Technology (CST 2008)
in
TRENDS IN COMPUTATIONAL STRUCTURES TECHNOLOGY
INDEXED IN:
WOS
CrossRef
IN MY:
ORCID
|
ResearcherID
102
TITLE:
Project COVICOCEPAD under smart structural systems technologies of program Eurocores
AUTHORS:
Barros, RC
;
PUBLISHED:
2008
,
SOURCE:
World Forum on Smart Materials and Smart Structures Technology, SMSST 07
in
Proceedings of the World Forum on Smart Materials and Smart Structures Technology, SMSST'07
INDEXED IN:
Scopus
IN MY:
ORCID
103
TITLE:
Static analysis of thin shells of revolution by the asymptotic method
AUTHORS:
Touati, M
;
Barros, RC
;
PUBLISHED:
2008
,
SOURCE:
13th International Conference on Mechanika
in
MECHANIKA 2008, PROCEEDINGS
INDEXED IN:
WOS
IN MY:
ORCID
|
ResearcherID
104
TITLE:
The dynamic analysis of beams subjected to large amplitude transverse vibrations
AUTHORS:
Melo, FQ
;
Robertt Valente
;
Barros, RC
;
PUBLISHED:
2008
,
SOURCE:
9th International Conference on Computational Structures Technology, CST 2008
in
Civil-Comp Proceedings,
VOLUME:
88
INDEXED IN:
Scopus
IN MY:
ORCID
105
TITLE:
An insight on the influence of damping in seismic isolation
AUTHORS:
Figueiredo, E
;
Barros, RC
;
PUBLISHED:
2007
,
SOURCE:
11th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2007
in
Proceedings of the 11th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2007
INDEXED IN:
Scopus
IN MY:
ORCID
106
TITLE:
Influence of the location of resistant cores on the seismic response of a reinforced concrete three-dimensional frame equipped with HDRB base isolation devices
AUTHORS:
Braz Cesar, MT
;
Barros, RC
;
PUBLISHED:
2007
,
SOURCE:
11th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2007
in
Proceedings of the 11th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2007
INDEXED IN:
Scopus
IN MY:
ORCID
107
TITLE:
On the seismic response of anchored tanks: Methodologies for finite element analysis and parametric studies for design codes
AUTHORS:
de Barros, RC
;
PUBLISHED:
2007
,
SOURCE:
9th International Conference on Application of Artificial Intelligence to Civil, Structural and Environmental Engineering
in
CIVIL ENGINEERING COMPUTATIONS: TOOLS AND TECHNIQUES
INDEXED IN:
WOS
IN MY:
ORCID
|
ResearcherID
108
TITLE:
Analysis of the wind dynamic response of towers and metallic masts
AUTHORS:
Almeida, RF;
Barros, RC
;
PUBLISHED:
2006
,
SOURCE:
8th International Conference on Computational Structures Technology, CST 2006
in
Civil-Comp Proceedings,
VOLUME:
83
INDEXED IN:
Scopus
IN MY:
ORCID
109
TITLE:
Seismic behaviour of an asymmetric three-dimensional steel frame with base isolation devices
AUTHORS:
Barros, RC
;
Cesar, MB
;
PUBLISHED:
2006
,
SOURCE:
8th International Conference on Computational Structures Technology, CST 2006
in
Civil-Comp Proceedings,
VOLUME:
83
INDEXED IN:
Scopus
IN MY:
ORCID
110
TITLE:
A parametric study of the non-linear geometric behaviour and carrying capacity of 3D asymmetric steel frames
AUTHORS:
Cesar, MB
;
Barros, RC
;
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
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