Design rotation capacity of composite joints

Structural engineer London

Volumn 78, Issue 6, 2000, Pages 25-29

  Anderson, D ^a,b   Aribert, J M ^a,b   Bode, H ^a,b   Kronenburger, H J ^a,b  

^a UNIVERSITY OF WARWICK   (United Kingdom)

^b NONE

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITE STRUCTURES; FRACTURE; REINFORCEMENT; SHEAR STRENGTH;

ROTATION CAPACITY;

JOINTS (STRUCTURAL COMPONENTS);

EID: 0033876420     PISSN: 00392553     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (16)

1. ENV 1994-1-1 Eurocode 4 Design of composite steel and concrete structures: Part 1-1: General rules and rules for buildings, Brussels, CEN, 1992
2. Anderson, D., Brown, N.D.: 'Design of composite connections according to ENV1994: 1, Annex J', 15th Congress, Copenhagen, Report, IABSE, 1996, pp975-983
3. Najafi, A.A., Anderson, D.: 'Ductile steel-concrete composite joints', Composite Construction: Conventional and Innovative, Innsbruck, Report, IABSE, 1997, pp427-432
4. Anderson, D., Najafi, A.A.: 'Performance of composite connections: major axis endplate joints', J. Construct. Steel Research, 31, 1994, pp31-57
5. Bode, H., Ramm, W., Elz, S., and Kronenberger, H.-J.: 'Composite connections: Experimental results', Semi-Rigid Structural Connections, IABSE Colloquium, Istanbul, 1996, pp31-41
6. Aribert, J.M., Lachal, A., Muzeau, J.P., and Racher, P.: 'Recent tests on steel and composite connections in France', COST-C1 Proc. Second State-of-the-Art Workshop, Brussels, European Commission, 1994, pp61-75
7. COST-C1 European Cooperation in the Field of Scientific & Technical Research: Semi-rigid behaviour of civil engineering structural connections, Composite steel-concrete joints in braced frames for buildings, Anderson, D. (ed.), Luxembourg, European Commission, 1997
8. CEB-FIP Model Code 1990, Lausanne, CEB, 1990
9. Hanswille, G.: 'Cracking of concrete: mechanical models of the design rules in Eurocode 4', in Composite Construction in Steel and Concrete, New York, ASCE, 1997, pp421-433
10. Aribert, J.-M.: 'Theoretical solutions relating to partial shear connection of steel-concrete composite beams and joints', Proc. Int. Conf. on Steel and Composite Structures, Brekelmans, J.W.P.M., and Toma, A.W. (eds), Delft, TNO Building & Construction Research, 1999, 7.1-7.16
11. Bode, H., Kronenberger, H.-J., and Michaeli, W.: 'Composite joints: Further experimental results', Composite Construction: Conventional and Innovative, Innsbruck, Report, IABSE, 1997, pp433-438
12. Bode, H., Kronenberger, H.-J.: 'Zum Einfluß teiltragfähiger, verformbarer Verbundanschlüsse auf das Tragverhalten von Verbundträgern', Stahlbau, 7, 1998
13. Saim, A.A.: 'Aspects of continuity in steel and composite frames', PhD thesis, University of Warwick, 1998
14. Aribert, J.M., Lachal, A., and Dinga, O.: 'Classification of composite beam-to-column connections and consequences for practical design', Conf. on Composite Construction, July 1997, University of Kaiserslautern, Session I, pp15-26
15. ENV 1992-1-1 Eurocode 2 Design of concrete structures: Part 1: General rules and rules for buildings, Brussels, CEN, 1992
16. Nethercot, D.A., Li, T.Q., and Choo, B.S.: 'Required rotations and moment redistribution for composite frames and continuous beams', J. Construct. Steel Research, 35, 1995, pp121-163