Behaviour of headed stud shear connectors under low-cycle high amplitude displacements

Materials and Structures/Materiaux et Constructions

Volumn 32, Issue 4, 1999, Pages 290-297

  Bursi, O S ^a   Gramola, G ^a  

^a UNIVERSITY OF TRENTO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITE BEAMS AND GIRDERS; CONCRETE BEAMS AND GIRDERS; CYCLIC LOADS; DUCTILITY; EARTHQUAKE RESISTANCE; SHEAR STRENGTH; STEEL BEAMS AND GIRDERS; STRUCTURAL ANALYSIS; STUDS (STRUCTURAL MEMBERS);

STUD SHEAR CONNECTORS;

CONNECTORS (STRUCTURAL);

EID: 0032673386     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1007/bf02479599     Document Type: Article

References (14)

1. Naithani, K. C., Gupta, V. K. and Gadh, A. D., 'Behaviour of shear connectors under dynamic loads' Mater. Struct. 21 (125) (1988) 359-363.
2. Oehler, D. J., 'Deterioration in strength of stud connectors in composite bridge beams', J. of Structural. Eng. 116 (12) (1991) 3417-3431.
3. Gattesco, N. and Giuriani, E. 'Experimental study on stud shear connectors subjected to cyclic loading', Journal of Constructional Steel Research 38 (1) (1996) 1-21.
4. Taplin, G. and Grundy, P., 'Incremental slip of stud shear connector under repeated loading', in 'Composite Construction -Conventional and Innovative', Proc. Int. Conf. Innsbruck, September, 1997 145-150.
5. Oehler, D. J. and Coughlan, C. G., 'The shear stiffness of stud shear connections in composite beams', Journal of Constructional Steel Research' 6 (1986) 273-284.
6. Hawkins, N. M. and Mitchell D., 'Seismic response of composite shear connections', J. of Structural. Eng. 110 (9) (1984) 2120-2136.
7. Astaneh-Asl, A., McMullin, K. M., Fenves, G. L. and Fukuzava, E., 'Innovative semi-rigid steel frames for control of the seismic response of buildings', Report UCB/EERC-93/03 (1993).
8. European Committee for Standardisation, 'Eurocode 4 - ENV 1994-1-1. Design of composite steel and concrete structures-Part 1-1: General rules and rules for buildings' (1992).
9. Bursi, O. S. and Ballerini, M., 'Low-cycle behaviour and analysis of steel-concrete composite substructures', in 'Composite Construction - Conventional and Innovative', Proc. Int. Conf. Innsbruck, September, 1997 615-620.
10. Oehler, D.J . and Johnson, R. P., 'The strength of stud shear connections in composite beams', The Structural Engineer 65B (2) (1987) 44-48.
11. Oehler, D. J. and Bradford, M. A., 'Composite Steel and Concrete Structural Members - Fundamental Behaviour' 1st edn Elsevier Science (1995).
12. Technical Committee 13, 'Recommended testing procedures for assessing the behaviour of structural steel elements under cyclic loads' European Convention for Constructional Steelwork, 45 (1986)
13. Applied Technology Council, 'Guidelines tor cyclic testing of components of steel structures', 24 (1992).
14. American Institute for Steel Construction, 'Load and Resistance Factor Design - Specifications for Structural Steel Buildings', 1 (1993).