F. S. K. Bijlaard
AuthID: R-006-E7Q
11
TITLE: Behaviour of high strength steel web shear panels
AUTHORS: Girao Coelho, AM ; Bijlaard, FSK; Kolstein, MH;
PUBLISHED: 2007, SOURCE: 5th International Conference on Advances in Steel Structures, ICASS 2007 in 5th International Conference on Advances in Steel Structures, ICASS 2007, VOLUME: 3
AUTHORS: Girao Coelho, AM ; Bijlaard, FSK; Kolstein, MH;
PUBLISHED: 2007, SOURCE: 5th International Conference on Advances in Steel Structures, ICASS 2007 in 5th International Conference on Advances in Steel Structures, ICASS 2007, VOLUME: 3
INDEXED IN: 
Scopus
Scopus12
TITLE: Finite-element modeling of the nonlinear behavior of bolted T-stub connections Full Text
AUTHORS: Coelho, AMG ; da Silva, LS ; Bijlaard, FSK;
PUBLISHED: 2006, SOURCE: JOURNAL OF STRUCTURAL ENGINEERING-ASCE, VOLUME: 132, ISSUE: 6
AUTHORS: Coelho, AMG ; da Silva, LS ; Bijlaard, FSK;
PUBLISHED: 2006, SOURCE: JOURNAL OF STRUCTURAL ENGINEERING-ASCE, VOLUME: 132, ISSUE: 6
13
TITLE: Experimental behaviour of high strength steel moment connections
AUTHORS: Ana Girao G Coelho ; Frans S K Bijlaard;
PUBLISHED: 2006, SOURCE: International Conference on Metal Structures in Steel - A New and Traditional Material for Building
AUTHORS: Ana Girao G Coelho ; Frans S K Bijlaard;
PUBLISHED: 2006, SOURCE: International Conference on Metal Structures in Steel - A New and Traditional Material for Building
INDEXED IN: 
WOS
WOS14
TITLE: Deformation considerations for high strength steel moment connections
AUTHORS: Girao Coelho, AM ; Bijlaard, FSK; Da Silva, LS ;
PUBLISHED: 2006, SOURCE: 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
AUTHORS: Girao Coelho, AM ; Bijlaard, FSK; Da Silva, LS ;
PUBLISHED: 2006, SOURCE: 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
INDEXED IN: Scopus
Scopus15
TITLE: Experimental behaviour of high strength steel moment connections
AUTHORS: Girao Coelho, AM ; Bijlaard, FSK;
PUBLISHED: 2006, SOURCE: 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
AUTHORS: Girao Coelho, AM ; Bijlaard, FSK;
PUBLISHED: 2006, SOURCE: 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
INDEXED IN: Scopus
Scopus16
TITLE: Experimental assessment of the ductility of extended end plate connections Full Text
AUTHORS: Coelho, AMG ; Bijlaard, FSK; da Silva, LS ;
PUBLISHED: 2004, SOURCE: ENGINEERING STRUCTURES, VOLUME: 26, ISSUE: 9
AUTHORS: Coelho, AMG ; Bijlaard, FSK; da Silva, LS ;
PUBLISHED: 2004, SOURCE: ENGINEERING STRUCTURES, VOLUME: 26, ISSUE: 9
17
TITLE: Experimental assessment of the behaviour of bolted T-stub connections made up of welded plates Full Text
AUTHORS: Coelho, AMG ; Bijlaard, FSK; Gresnigt, N; da Silva, LS ;
PUBLISHED: 2004, SOURCE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 60, ISSUE: 2
AUTHORS: Coelho, AMG ; Bijlaard, FSK; Gresnigt, N; da Silva, LS ;
PUBLISHED: 2004, SOURCE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 60, ISSUE: 2
18
TITLE: Experimental and numerical evaluation of the deformation capacity of bolted end plate connections modelled by welded T-stubs
AUTHORS: Coelho, AMG; Bijlaard, FSK; da Silva, LS;
PUBLISHED: 2003, SOURCE: International Conference on Advances in Structures, Steel, Concrete, Composite and Aluminium (ASSCCA 03) in ADVANCES IN STRUCTURES, VOLS 1 AND 2
AUTHORS: Coelho, AMG; Bijlaard, FSK; da Silva, LS;
PUBLISHED: 2003, SOURCE: International Conference on Advances in Structures, Steel, Concrete, Composite and Aluminium (ASSCCA 03) in ADVANCES IN STRUCTURES, VOLS 1 AND 2
INDEXED IN: WOS
WOS