Fernando de Carvalho Teixeira Gomes
AuthID: R-000-4XS
1
TITLE: Simplified assessment of the need to use the explicit model of reinforced concrete beam-column joints instead of the centreline model Full Text
AUTHORS: Ricardo Costa; Paulo Providencia; Fernando Gomes;
PUBLISHED: 2020, SOURCE: STRUCTURAL CONCRETE, VOLUME: 21, ISSUE: 4
AUTHORS: Ricardo Costa; Paulo Providencia; Fernando Gomes;
PUBLISHED: 2020, SOURCE: STRUCTURAL CONCRETE, VOLUME: 21, ISSUE: 4
INDEXED IN: 
Scopus 
WOS
Scopus WOS2
TITLE: Simplified assessment of the need for the explicit model of RC beam-column joints instead of the rigid model Full Text
AUTHORS: Ricardo Costa; Paulo Providencia; Fernando Gomes;
PUBLISHED: 2019, SOURCE: STRUCTURAL CONCRETE, VOLUME: 20, ISSUE: 3
AUTHORS: Ricardo Costa; Paulo Providencia; Fernando Gomes;
PUBLISHED: 2019, SOURCE: STRUCTURAL CONCRETE, VOLUME: 20, ISSUE: 3
INDEXED IN: Scopus WOS
Scopus WOS3
TITLE: On the need for classification criteria for cast in situ RC beam-column joints according to their stiffness Full Text
AUTHORS: Ricardo Joel Teixeira Costa; Paulo Providncia; Fernando Gomes;
PUBLISHED: 2016, SOURCE: MATERIALS AND STRUCTURES, VOLUME: 49, ISSUE: 4
AUTHORS: Ricardo Joel Teixeira Costa; Paulo Providncia; Fernando Gomes;
PUBLISHED: 2016, SOURCE: MATERIALS AND STRUCTURES, VOLUME: 49, ISSUE: 4
4
TITLE: A simplified calculation method for fire design of steel columns with restrained thermal elongation Full Text
AUTHORS: Antonio J P M Moura Correia; Joao Paulo C Rodrigues ; Fernando C T Gomes;
PUBLISHED: 2013, SOURCE: COMPUTERS & STRUCTURES, VOLUME: 116
AUTHORS: Antonio J P M Moura Correia; Joao Paulo C Rodrigues ; Fernando C T Gomes;
PUBLISHED: 2013, SOURCE: COMPUTERS & STRUCTURES, VOLUME: 116
5
TITLE: Influence of shear deformation of exterior beam-column joints on the quasi-static behavior of RC framed structures
AUTHORS: Ricardo J T Costa; Fernando C T Gomes; Paulo M M P Providencia ; Alfredo M P G Dias;
PUBLISHED: 2013, SOURCE: COMPUTERS AND CONCRETE, VOLUME: 12, ISSUE: 4
AUTHORS: Ricardo J T Costa; Fernando C T Gomes; Paulo M M P Providencia ; Alfredo M P G Dias;
PUBLISHED: 2013, SOURCE: COMPUTERS AND CONCRETE, VOLUME: 12, ISSUE: 4
6
TITLE: CLASSIFICATION OF REINFORCED CONCRETE BEAM-COLUMN JOINTS
AUTHORS: Fernando C T Gomes; Paulo Providencia; Ricardo Costa;
PUBLISHED: 2011, SOURCE: International Conference on Recent Advances in Nonlinear Models - Structural Concrete Applications (CoRAN) in CORAN 2011: PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN NONLINEAR MODELS - STRUCTURAL CONCRETE APPLICATIONS
AUTHORS: Fernando C T Gomes; Paulo Providencia; Ricardo Costa;
PUBLISHED: 2011, SOURCE: International Conference on Recent Advances in Nonlinear Models - Structural Concrete Applications (CoRAN) in CORAN 2011: PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN NONLINEAR MODELS - STRUCTURAL CONCRETE APPLICATIONS
INDEXED IN: WOS
WOS7
TITLE: Buckling length of a steel column for fire design Full Text
AUTHORS: Femando C T Gomes; Paulo M P E Providencia e Costa ; Joao Paulo C Rodrigues ; Ildefonso C Neves;
PUBLISHED: 2007, SOURCE: ENGINEERING STRUCTURES, VOLUME: 29, ISSUE: 10
AUTHORS: Femando C T Gomes; Paulo M P E Providencia e Costa ; Joao Paulo C Rodrigues ; Ildefonso C Neves;
PUBLISHED: 2007, SOURCE: ENGINEERING STRUCTURES, VOLUME: 29, ISSUE: 10
