Column design


Authors

  • J. W. Butterworth University of Auckland, Auckland, New Zealand
  • K. C. F. Spring Brickell Moss & Partners, Wellington, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.18.4.344-350

Abstract

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

References

Popov, Egor P., Eertero, Vitelmo V., and Chandramouli , S , , "Hysteretic Behaviour of Steel Columns", EERC Report No. 75-11, September 1975 .

Chu, K.H., and Chow, H.L., "Effective Column Length in Unsymmetrical Frames", IABSE, Vol. 29-1, 1969.

De Falco, F., and Marino, F.J., "Column Stability in Type 2 Construction", AISC Eng. J., Vol. 8, No. 2 (April 1966).

Galambos, Theodore V., "Influence of Partial Base Fixity on Frame Stability”, Trans. ASCE, Vol. 126, part 2, paper 3256, pp. 929-969.

Yura, J.A., "The Effective Length of Columns in Unbraced Frames", AISC Eng. J., Vol. 8, No. 2(April 1971).

Le Messurier , W. J . , "A Practical Method of Second Order Analysis", AISC Eng. J., Vol. 14, No. 2 (1972).

Teal, E.J., "Seismic Drift Control Criteria", AISC Eng. J., Vol. 12, No. 2(1975).

SEAOC, "Recommended Lateral Force Requirements and Commentary", Draft Revision, 1984.

"Uniform Building Code", International Conference of Building Officials, California, 1982.

Wood, R.H . , "Effective Lengths of Columns in Multi-storey Buildings", in three parts, Struct. Eng.,Vol. 52, Nos. 7, 8 and 9, July, August, Sept., 1974 .

Lay, M.G., "Source Book for the Australian Steel Structures Code - AS1250", AISC, 1975.

Mitani, Isao, Makino, Minoru, Matsui, Chiaki, "Influence of Local Buckling on Cyclic Behaviour of Steel Beam- Columns " , Proc. 6th World Conf. on Earthquake Eng., New Delhi, India , Vol. 3, 1977, pp. 3175-3180.

Walpole, W.F. and Butcher, G. W., "Beam Design" , Section C - NZNSEE Study Group on the Seismic Design of Steel Structures , Bull. NZNSEE ,Vol. 18, No. 4, Dec. 1985 .

Chen, W. F., Lui, E. M., "Stability Design Criteria for Steel Members and Frames in the United States", J. Construct. Steel Research, 5, 1985. DOI: https://doi.org/10.1016/0143-974X(85)90019-7

Chen,W.F., Atsuta,T.,"Theory of Beam-Columns", 2 Vols., McGraw-Hill, 1977.

Neal, E.G., "The Effect of Shear and Normal Forces on the Fully Plastic Moment of an I Beam", J. Mech. Eng. Sci., Vol. 3, 1961. DOI: https://doi.org/10.1243/JMES_JOUR_1961_003_035_02

Downloads

Published

31-12-1985

How to Cite

Butterworth, J. W., & Spring, K. C. F. (1985). Column design
. Bulletin of the New Zealand Society for Earthquake Engineering, 18(4), 344–350. https://doi.org/10.5459/bnzsee.18.4.344-350

Issue

Section

Articles

Categories