Beam design


Authors

  • W. R. Walpole University of Canterbury, Christchurch, New Zealand
  • G. W. Butcher Morrison Cooper & Partners, Wellington, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.18.4.337-343

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

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

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

de Buen, O.; "Chapter 4 Steel Structures" in "Design of Earthquake Resistant Structures" ed. E. Rosenblueth, Pentech Presst Plymouth, England, 1980.

Popov, E.P, and Pinkney, R.B.; "Cyclic yield reversal in steel building connections"; Proc. ASCE, Vol. 95, ST3, March 1969, pp 327-353. DOI: https://doi.org/10.1061/JSDEAG.0002208

Popov, E.P.; "Experiments with Steel Members and their Connections under Repeated Loads"; Prelim. Report: Symposium: Resistance and ultimate deformability of structures acted on by well-defined repeated loads, IABSE, Lisbon, 1973, pp 125-135.

Bertero, V.V., Popov, E.P. and Krawinkier, H; "Effect of local instabilities in beam-column subassemblage behaviour"; int. Symposium on Experimental Analysis of Instability Problems on Reduced and Full-Scale Models, RILEM, Buenos Aires, Sept. 1971

Carpenter, L.D. and Lu, L.W.; "Reversed and repeated load tests of full-scale steel frames"; Bull no. 24, AISI, April 1973, 38 p.

Takanashi, K., Udagawa, K. and Tanaka, H.; "Failure of Steel Beams due to Lateral Buckling under Repeated Loads"; Prelim. Report: Symposium: Resistance and ultimate deformability of structures acted on by well-defined repeated loads, IABSE, Lisbon, 1973, pp. 163-169.

Vann, W.P., Thompson, L.E., Whalley, L.E. and Ozier, L.D.; "Cyclic behaviour of Rolled Steel Members"; Proc. 5WCEE, vol. 1, Rome, 1973, pp. 1187-1193.

Mitani, I., Makin'o, M. and Matsui, C.; "Influence of local buckling on cyclic behaviour of steel beam-columns"; Proc. 6WCEE, vol. III, New Delhi, 1977, pp. 3175-3180.

Chopra, A.K. and Newmark, N.M.; "Chapter 2 Analysis" in "Design of Earthquake Resistant Structures" ed. E. Rosenblueth, Pentech Press , Plymouth, 1980.

Matsui, C. and Yoshizumi, T.; "Influence of local and lateral buckling on inelastic behaviour of steel frames"; Proc. 7WCEE, vol. 7, Istanbul, Sept. 1980, pp. 321-324.

Thurston, S.J.; "Local Buckling of Universal Beam Flanges"; Bull. NZNSEE. Vol. 15, No. 2, June 1982, p 96. DOI: https://doi.org/10.5459/bnzsee.15.2.96

Johnstone, N.D. and Walpole, W.R.; "Behaviour of Steel Beam-Column Connections, made using Bolted End Plates"; Bull. NZNSEE, Vol. 15, No. 2, June 1982, pp. 82-92. DOI: https://doi.org/10.5459/bnzsee.15.2.82-92

Whittaker, D. and Walpole, W.R.; "Bolted End-Plate Connections for Seismically-Designed Steel Frames"; Res. Rep. No. 82-11, Dept. of Civil Eng., University of Canterbury, June 1982, 118 pp.

Redwood, R.G., Mitchell, D. and Dumberry, M.; "Cyclic load tests of composite beam-to-column connections"; Proc. 8WCEE, vol. V, San Francisco, July 1984, pp. 885-892.

BS 449: Part 2: 1969; "Specification for the use of Structural Steel in Building"; British Standards Institution, London, 1969.

Lay, M.G.; "Source book for the Australian Steel Structures Code AS 1250"; Australian Institute of Steel Construction, 3rd edition, Sydney, 1982.

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

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Published

31-12-1985

How to Cite

Walpole, W. R., & Butcher, G. W. (1985). Beam design
. Bulletin of the New Zealand Society for Earthquake Engineering, 18(4), 337–343. https://doi.org/10.5459/bnzsee.18.4.337-343

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