Searched for: subject:"i%5C-beam%5C+to%5C+chs%5C+column%5C+connections"
(1 - 1 of 1)
document
De Winkel, G.D. (author)
Semi-rigid connections between I-section beams and tubular columns can be used economically for buildings and offshore structures. The lack of stiffening plates allows the fabrication of these connections in a cost effective way. Furthermore, by taking into account the connection strength and stiffness, the connections are also economically in...
doctoral thesis 1998