Forschungsprojekte11 Biegetragfähigkeit |
11D-89/15 PART III - A Floor Construction with Rectangular Hollow Section Beams for offshore Structures
(31.12.1989)
Forschungsstelle: Delft University
Person: J. H. Reusink / A. Aantjes / P. G. F. Bosman / J. Wardenier
Sprache: English
11D-89/15 PART II - A Deck Construction made with Rectangular Hollow Section beams for Offshore Structures
(31.12.1989)
Forschungsstelle: Delft University
Person: P. G. F. Bosman / A. Auntjes / A. M. Gresnigt / J. Wardenier
Sprache: English
11D-89/15 PART IV A Floor Construction with Rectangular Hollow Section Beams for offshore Structures
(31.12.1989)
Forschungsstelle: Delft University
Person: R. S. Puthli / J. H. Reasint / J. Wardenie
Sprache: English
11D-89/15 PART I - A Deck Construction made with Rectangular Hollow Section beams for Offshore Structures
(31.12.1989)
Forschungsstelle: Delft University
Person: P. G. F. Bosman / A. Auntjes / A. M. Gresnigt / J. Wardenier
Sprache: English
11C-88/14 Minimum bending radii for square and Rectangular Hollow Sections
(31.12.1988)
Forschungsstelle: Windsor University
Person: J. B. Kennedy
Sprache: English
11Bt-85/2 Cold bending of large size (100 mm and over) rectangular and square HSS - Theoretical aspects
(31.12.1985)
Forschungsstelle: Windsor University
Person: J. B. Kennedy / M. M. Seddeik
Sprache: English
11A-79/18 Plastic behaviour of Hollow Structural Sections - Critical Buckling Strains of Round Tube in Flexure - The behaviour of SHS with implication
(31.12.1979)
Forschungsstelle: McMaster University
Person: R. M. Korol / J. Hudoba
Sprache: English
11B-78/12 Determination of Minimum Radii for Cold Bending of Square and Rectangular Hollow Structural Sections
(31.12.1978)
Forschungsstelle: Windsor University
Person: F. S. Brady
Sprache: English / French