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Dinar Reis Zamith Camotim
AuthID:
R-000-48N
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Document Source:
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Document Type:
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Article (94)
Proceedings Paper (84)
Editorial Material (11)
Article in Press (4)
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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
40
50
Confirmed Publications: 193
81
TITLE:
Non-linear GBT for thin-walled steel frames: Formulation, implementation and application
AUTHORS:
Basaglia, C
;
Camotim, D
;
Silvestre, N
;
PUBLISHED:
2010
,
SOURCE:
2010 Annual Stability Conference, SSRC 2010
in
Structural Stability Research Council - Annual Stability Conference, SSRC 2010 - Proceedings
INDEXED IN:
Scopus
IN MY:
ORCID
82
TITLE:
On the direct strength design of continuous cold-formed steel beams
AUTHORS:
Basaglia, C
;
Camotim, D
;
PUBLISHED:
2010
,
SOURCE:
20th International Specialty Conference on Cold-Formed Steel Structures - Recent Research and Developments in Cold-Formed Steel Design and Construction
in
20th International Specialty Conference on Cold-Formed Steel Structures - Recent Research and Developments in Cold-Formed Steel Design and Construction
INDEXED IN:
Scopus
IN MY:
ORCID
83
TITLE:
On the local and global buckling behaviour of angle, T-section and cruciform thin-walled members
Full Text
AUTHORS:
Pedro B Dinis
;
Dinar Camotim
;
Nuno Silvestre
;
PUBLISHED:
2010
,
SOURCE:
Conference on Coupled Instabilities inMetal Structures (CIMS)
in
THIN-WALLED STRUCTURES,
VOLUME:
48,
ISSUE:
10-11
INDEXED IN:
Scopus
WOS
CrossRef
IN MY:
ORCID
84
TITLE:
On the mechanics of distortion in thin-walled open sections
Full Text
AUTHORS:
Silvestre, N
;
Camotim, D
;
PUBLISHED:
2010
,
SOURCE:
THIN-WALLED STRUCTURES,
VOLUME:
48,
ISSUE:
7
INDEXED IN:
Scopus
WOS
CrossRef
IN MY:
ORCID
85
TITLE:
ON THE USE OF GENERALIZED BEAM THEORY TO ASSESS THE BUCKLING AND POSTBUCKLING BEHAVIOR OF LAMINATED CFRP CYLINDRICAL STIFFENED PANELS
Full Text
AUTHORS:
Silva, NMF
;
Camotim, D
;
Silvestre, N
;
Degenhardt, R
;
PUBLISHED:
2010
,
SOURCE:
2nd International Conference on Bucking and Postbuckling Behaviour of Composite Laminated Shell Structures
in
INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS,
VOLUME:
10,
ISSUE:
4
INDEXED IN:
Scopus
WOS
IN MY:
ORCID
86
TITLE:
Steel-concrete composite bridge analysis using generalised beam theory
AUTHORS:
Rodrigo Goncalves
;
Dinar Camotim
;
PUBLISHED:
2010
,
SOURCE:
STEEL AND COMPOSITE STRUCTURES,
VOLUME:
10,
ISSUE:
3
INDEXED IN:
Scopus
WOS
IN MY:
ORCID
87
TITLE:
Buckling behaviour of locally and globally braced thin-walled steel frames
AUTHORS:
Basaglia, C
;
Camotim, D
;
Silvestre, N
;
PUBLISHED:
2009
,
SOURCE:
6th International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics, ICASS 2009
in
ICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics
INDEXED IN:
Scopus
IN MY:
ORCID
88
TITLE:
DIRECT STRENGTH PREDICTION OF LIPPED CHANNEL COLUMNS EXPERIENCING LOCAL-PLATE/DISTORTIONAL INTERACTION
AUTHORS:
Silvestre, N
;
Camotim, D
;
Dinis, PB
;
PUBLISHED:
2009
,
SOURCE:
ADVANCED STEEL CONSTRUCTION,
VOLUME:
5,
ISSUE:
1
INDEXED IN:
Scopus
WOS
IN MY:
ORCID
89
TITLE:
First-order, buckling and post-buckling behaviour of GFRP pultruded beams: Part 1 experimental study
AUTHORS:
Correia, JR
;
Branco, FA
;
Silva, N
;
Camotim, D
;
Silvestre, N
;
PUBLISHED:
2009
,
SOURCE:
12th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2009
in
Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing
INDEXED IN:
Scopus
IN MY:
ORCID
90
TITLE:
First-order, buckling and post-buckling behaviour of GFRP pultruded beams: Part 2 numerical simulation
AUTHORS:
Silva, NMF
;
Camotim, D
;
Silvestre, N
;
Correia, JR
;
Branco, FA
;
PUBLISHED:
2009
,
SOURCE:
12th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2009
in
Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing
INDEXED IN:
Scopus
IN MY:
ORCID
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