Seismic resistance of flush endplate connections

Structural engineer London

Volumn 78, Issue 17, 2000, Pages 28-33

  Thomson, A W ^a,b   Broderick, B M ^a,b  

^a TRINITY COLLEGE DUBLIN   (Ireland)

^b NONE

Author keywords

[No Author keywords available]

Indexed keywords

CYCLIC LOADS; DUCTILITY; EARTHQUAKE RESISTANCE; LOAD TESTING; PLASTICITY TESTING; PLATES (STRUCTURAL COMPONENTS); STIFFNESS; STRUCTURAL DESIGN; STRUCTURAL FRAMES;

FLUSH ENDPLATE CONNECTIONS; SEISMIC RESISTANCE;

STEEL STRUCTURES;

EID: 0034262789     PISSN: 00392553     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (12)

1. Takkanashi, T., Elnashai, A. S., Elghazouli, A. Y., and Ohi, K.: 'Behaviour of steel frames with semi-rigid connections under earthquake loads' in Constructional steel design: World developments, ed. Dowling, P. J. et al., 1992
2. European Prestandard Eurocode 8: 'Design provisions for earthquake resistance of structures', European Committee for Standardisation, ENV 1998: 1:1-3, Brussels, 1996
3. 'NEHRP recommended provisions for seismic regulations for new buildings', Report 222/4, Building Seismic Safety Council, Federal Emergency Management Agency, 1995
4. BS 5950: Structural use of steelwork in building, London, British Standards Institution, 1990
5. Eurocode 3: Design of steel structures: Part 1.1: General rules and rules for buildings, Brussels, European Committee for Standardisation, ENV 1993: 1-1, 1998
6. AISC: Load and resistance factor design specification for structural steel buildings, American Institute of Steel Construction, December 1993
7. Hughes, A. F., Brown, N. D., and Anderson, D.: 'A fresh look at the wind-moment method', The Structural Engineer, 77, No. 16, August 1999, pp22-27
8. Bose, B., Hughes, A. F.: 'Verifying the performance of standard ductile connections for semi-continuous steel frames', Proc. ICE, Structures & Buildings, 110, 1995, pp441-457
9. BCSA/SCI: Joints in steel construction: Moment connections, British Constructional Steelwork Association/Steel Construction Institute, 1995
10. ECCS: Recommended testing procedure for assessing the behaviour of structural steel elements under cyclic loads, 1 st ed., Technical Committee 1 : Structural Safety & Loadings, European Convention for Constructional Steelwork, 1986
11. Leon, R. T., Deierlein, G. C.: 'Considerations for the use of quasi-static testing', Earthquake Spectra, 12, No. 1, 1996, pp87-110
12. Thomson, A. W., Broderick, B. M.: Cyclic testing and analysis of steel endplate connections, Conf. on Abnormal Loading on Structures: Experimental and Numerical Modelling, London, April 2000