A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Semi-rigid action in steel-frame structures
This report describes an investigation into a number of aspects of semi-rigid action, selected as those most likely to yield substantial benefits in terms of the incorporation of this action into the design of multistorey steel frames thus enhancing the competitiveness of this form of construction relative to alternative materials. The study is one of three related projects: the other two being conducted by Arbed/University of Liege and Sidersiviz/University of Trento. During the work a computerized database containing some 550 sets of moment-rotation characteristics has been assembled and the data utilized in examining the interaction of connection stiffness and bracing requirements. In order to investigate full three-dimensional response 22 moment-rotation tests have been conducted of which 11 were out-of-plane. Additional tests have shown that torsional flexibility is not a primary factor in controlling beam strength. Analyses of column subassemblies have indicated that whilst full representation of behaviour is complex, one simple approach to design is possible and warrants further investigation.
Semi-rigid action in steel-frame structures
This report describes an investigation into a number of aspects of semi-rigid action, selected as those most likely to yield substantial benefits in terms of the incorporation of this action into the design of multistorey steel frames thus enhancing the competitiveness of this form of construction relative to alternative materials. The study is one of three related projects: the other two being conducted by Arbed/University of Liege and Sidersiviz/University of Trento. During the work a computerized database containing some 550 sets of moment-rotation characteristics has been assembled and the data utilized in examining the interaction of connection stiffness and bracing requirements. In order to investigate full three-dimensional response 22 moment-rotation tests have been conducted of which 11 were out-of-plane. Additional tests have shown that torsional flexibility is not a primary factor in controlling beam strength. Analyses of column subassemblies have indicated that whilst full representation of behaviour is complex, one simple approach to design is possible and warrants further investigation.
Semi-rigid action in steel-frame structures
Halbstarrer Anschluß in Rahmentragwerken aus Stahl
Allen, P.H. (author) / Kirby, P.A. (author)
1993
152 Seiten, 89 Bilder, 27 Tabellen, 33 Quellen
Book
English
Steifigkeit , Stahlbau , Starrheit , Stahlrahmen , Tragwerk
Semi-rigid action in steel frame structures
| British Library Online Contents | 1993
Semi-Rigid Lightweight Steel Frame SKELETON
| British Library Conference Proceedings | 1992
Multiple fully stressed designs of steel frame structures with semi-rigid connections
| Tema Archive | 2003
Elastic time-history analysis of steel frame structures with semi-rigid connections
| British Library Online Contents | 2008
Numerical studies in semi-rigid metallic frame structures
| British Library Conference Proceedings | 1999