F. S. K. Bijlaard
AuthID: R-006-E7Q
11
TÃTULO: Behaviour of high strength steel web shear panels
AUTORES: Girao Coelho, AM ; Bijlaard, FSK; Kolstein, MH;
PUBLICAÇÃO: 2007, FONTE: 5th International Conference on Advances in Steel Structures, ICASS 2007 in 5th International Conference on Advances in Steel Structures, ICASS 2007, VOLUME: 3
AUTORES: Girao Coelho, AM ; Bijlaard, FSK; Kolstein, MH;
PUBLICAÇÃO: 2007, FONTE: 5th International Conference on Advances in Steel Structures, ICASS 2007 in 5th International Conference on Advances in Steel Structures, ICASS 2007, VOLUME: 3
INDEXADO EM: Scopus
12
TÃTULO: Finite-element modeling of the nonlinear behavior of bolted T-stub connections Full Text
AUTORES: Coelho, AMG ; da Silva, LS ; Bijlaard, FSK;
PUBLICAÇÃO: 2006, FONTE: JOURNAL OF STRUCTURAL ENGINEERING-ASCE, VOLUME: 132, NÚMERO: 6
AUTORES: Coelho, AMG ; da Silva, LS ; Bijlaard, FSK;
PUBLICAÇÃO: 2006, FONTE: JOURNAL OF STRUCTURAL ENGINEERING-ASCE, VOLUME: 132, NÚMERO: 6
13
TÃTULO: Experimental behaviour of high strength steel moment connections
AUTORES: Ana Girao G Coelho ; Frans S K Bijlaard;
PUBLICAÇÃO: 2006, FONTE: International Conference on Metal Structures in Steel - A New and Traditional Material for Building
AUTORES: Ana Girao G Coelho ; Frans S K Bijlaard;
PUBLICAÇÃO: 2006, FONTE: International Conference on Metal Structures in Steel - A New and Traditional Material for Building
INDEXADO EM: WOS
14
TÃTULO: Deformation considerations for high strength steel moment connections
AUTORES: Girao Coelho, AM ; Bijlaard, FSK; Da Silva, LS ;
PUBLICAÇÃO: 2006, FONTE: International Colloquium on Stability and Ductility of Steel Structures, SDSS 2006 in Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2006
AUTORES: Girao Coelho, AM ; Bijlaard, FSK; Da Silva, LS ;
PUBLICAÇÃO: 2006, FONTE: International Colloquium on Stability and Ductility of Steel Structures, SDSS 2006 in Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2006
INDEXADO EM: Scopus
15
TÃTULO: Experimental behaviour of high strength steel moment connections
AUTORES: Girao Coelho, AM ; Bijlaard, FSK;
PUBLICAÇÃO: 2006, FONTE: International Conference in Metal Structures - Steel - A New and Traditional Material for Building in Proceedings of the International Conference in Metal Structures - Steel - A New and Traditional Material for Building
AUTORES: Girao Coelho, AM ; Bijlaard, FSK;
PUBLICAÇÃO: 2006, FONTE: International Conference in Metal Structures - Steel - A New and Traditional Material for Building in Proceedings of the International Conference in Metal Structures - Steel - A New and Traditional Material for Building
INDEXADO EM: Scopus
16
TÃTULO: Experimental assessment of the ductility of extended end plate connections Full Text
AUTORES: Coelho, AMG ; Bijlaard, FSK; da Silva, LS ;
PUBLICAÇÃO: 2004, FONTE: ENGINEERING STRUCTURES, VOLUME: 26, NÚMERO: 9
AUTORES: Coelho, AMG ; Bijlaard, FSK; da Silva, LS ;
PUBLICAÇÃO: 2004, FONTE: ENGINEERING STRUCTURES, VOLUME: 26, NÚMERO: 9
17
TÃTULO: Experimental assessment of the behaviour of bolted T-stub connections made up of welded plates Full Text
AUTORES: Coelho, AMG ; Bijlaard, FSK; Gresnigt, N; da Silva, LS ;
PUBLICAÇÃO: 2004, FONTE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 60, NÚMERO: 2
AUTORES: Coelho, AMG ; Bijlaard, FSK; Gresnigt, N; da Silva, LS ;
PUBLICAÇÃO: 2004, FONTE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 60, NÚMERO: 2
18
TÃTULO: Experimental and numerical evaluation of the deformation capacity of bolted end plate connections modelled by welded T-stubs
AUTORES: Coelho, AMG; Bijlaard, FSK; da Silva, LS;
PUBLICAÇÃO: 2003, FONTE: International Conference on Advances in Structures, Steel, Concrete, Composite and Aluminium (ASSCCA 03) in ADVANCES IN STRUCTURES, VOLS 1 AND 2
AUTORES: Coelho, AMG; Bijlaard, FSK; da Silva, LS;
PUBLICAÇÃO: 2003, FONTE: International Conference on Advances in Structures, Steel, Concrete, Composite and Aluminium (ASSCCA 03) in ADVANCES IN STRUCTURES, VOLS 1 AND 2
INDEXADO EM: WOS