Beam-column joints

Authors

  • W. R. Walpole University of Canterbury, Christchurch, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.18.4.369-380

Abstract

This paper is the result of deliberations of the Society's Study Group for the seismic design of steel structures.

References

NZS 4203:1984; "Code of practice for General Structural Design and Design Loadings for Buildings"; Standards Association of New Zealand, Wellington, 1984.

Krawinkler, H. and Popov, E.P.; "Seismic Behaviour of Moment Connections and Joints"; Proc. ASCE, Vol 108, No ST2, February 1982, pp 373-392 DOI: https://doi.org/10.1061/JSDEAG.0005877

McAteer, I and Walpole, W.R.; "Steel Portal Frame Knee Joints under Seismic Loading"; Research Report No 84-12, Dept. of Civil Eng., University of Canterbury, June 1984, 50pp.

"Seismic Design of Petrochemical Plants"; prepared by N.Z. Ministry of Works and Development for Ministry of Energy, Wellington, March 1981

McKay, G.R.; "Materials and Workmanship" Section K NZNSEE Study Group for Steel Structures, Bull. NZNSEE, Vol 18, No 4, December 1985

NZS 3404:1977; "Code for Design of Steel Structures"; Standards Association of New Zealand, Wellington, 1977

Undrill, D.N.; "Seismic Design 2"; Supplementary Material for Seminar on the Behaviour and Design of Steel Structures, University of Canterbury, July 1979 (unpublished)

Driscoll, G .C. and Beedle, L.S.; "Suggestions for Avoiding Beam-to-Column Web Connection Failure"; First quarter, Eng. Jnl, AISC, 1982

CAN3-S16.1-M78 "Steel Structures for Buildings-Limit States Design"; Canadian Standards Association, Ontario, 1978

Nakane, K and "Behaviour of Splice Connections in Steel Members"; Research Report No 86-6, Civil Engineering Dept., University of Canterbury, Christchurch, 1986

Surtees, J.O. and Mann, A.P.; "End Plate Connections in Plastically Designed Structures"; Proc. Conf. on Joints in Structures, Vol 1, Paper 5, University of Sheffield, England, July 1970

Whittaker, "Bolted End-Plate Connections for Seismically-Designed Steel Frames"; Research Report No 82-11, Dept. of Civil Eng., University of Canterbury, June 1982, 118pp

Johnstone, N.D. and Walpole, W.R.; "Behaviour of Steel Beam-Column Connections, made using Bolted End- Plates"; Bull. NZNSEE, Vol 15, No2, June 1982, pp88-92 DOI: https://doi.org/10.5459/bnzsee.15.2.82-92

Mann, A.P. and Morris, L.J.; "Limit Design of Extended end-Plate Connections"; Proc. ASCE, Vol 105, No. ST3, March 1979, pp 511-526 DOI: https://doi.org/10.1061/JSDEAG.0005113

Nicholas, C.J.A.; "Connection Design" Section G NZNSEE Study Group for Steel Structures, Bull. NZNSEE Vol 18, No. 4, December 1985.

Plugge, H.B. and Walpole, W.R.; "The Tenacity of Bolted Beam End-Plate to Column Connections under simulated Seismic Loading"; Research Report No. 83-2, Civil Eng. Dept, University of Canterbury, September 1983

Joint Committee ASCE & WRC; "Plastic Design in Steel, A Guide and Commentary"; ASCE Manual No 41, New York, 2nd edition, 1971, p 207.

Graham, J.D., Sherbourne, A.N., Khabbaz, R.N. and Jensen, C D.; "Welded Interior Beam-to-Column Connections"; AISC Report, New York, 1959

Packer, J.A. and Morris, L.J.; "A Limit State Design Method for the Tension Region of bolted Beam-Column Connections"; The Structural Engineer, Vol. 55, No. 10, October 1977, pp 446-458.

Witteveen, J, Stark, J.W.B, Bijlaard, F F.S.K. and Zoetemeijer, P; "Welded and Bolted Beam-to-Column Connections"; Proc. ASCE, Vol. 108, No. ST2, February 1982, pp433-455. DOI: https://doi.org/10.1061/JSDEAG.0005880

AS 1250-1981: "SAA Steel Structures Code"; Standards Association of Australia, Sydney, 1981.

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Published

31-12-1985

How to Cite

Walpole, W. R. (1985). Beam-column joints. Bulletin of the New Zealand Society for Earthquake Engineering, 18(4), 369–380. https://doi.org/10.5459/bnzsee.18.4.369-380

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