A platform for research: civil engineering, architecture and urbanism
Experimental behaviour of 3-D column subassemblages with semi-rigid joints
AbstractPreliminary results are presented for a series of full-scale subassemblage tests designed to illustrate the beneficial effects of semirigid joint action on the three-dimensional response of nonsway steel columns. The experimental arrangement, including the specially devised instrumentation systems, is described, the generally observed behaviour is discussed and the use of the tests to verify a parallel theoretical study is cited.
Experimental behaviour of 3-D column subassemblages with semi-rigid joints
AbstractPreliminary results are presented for a series of full-scale subassemblage tests designed to illustrate the beneficial effects of semirigid joint action on the three-dimensional response of nonsway steel columns. The experimental arrangement, including the specially devised instrumentation systems, is described, the generally observed behaviour is discussed and the use of the tests to verify a parallel theoretical study is cited.
Experimental behaviour of 3-D column subassemblages with semi-rigid joints
Gibbons, C. (author) / Kirby, P.A. (author) / Nethercot, D.A. (author)
Journal of Constructional Steel Research ; 19 ; 235-246
1991-01-01
12 pages
Article (Journal)
Electronic Resource
English
Experimental behavior of steel beam-column subassemblages with semi-rigid connections
British Library Conference Proceedings | 2005
|Hysteric Behaviour of Lightweight Reinforced Concrete Beam-Column Subassemblages
UB Braunschweig | 1979
|Failure Mechanism of Post-tensioned Beam-Column Subassemblages
British Library Conference Proceedings | 2002
|RC Flat Slab - Column Subassemblages under Lateral Loading
Online Contents | 1993
|British Library Conference Proceedings | 1999
|