Structures of limited ductility

  • NZSEE Study Group NZSEE, Wellington, New Zealand

Abstract

This report is the result of deliberations of the Society's Study Group for structures of limited ductility.

References

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

Draft Replacement for "Code of Practice for General Structural Design and Design Loadings for Buildings, NZS 4203:1984", Standards Association of New Zealand, Wellington, 1986.

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Soesianawati, M.T., Park, R., and Priestley, M.J.N., "Limited Ductility Design of Reinforced Concrete Columns", Research Report 86-10, Department of Civil Engineering, University of Canterbury, February 1986, p.208.

Zahn, F.A., Park, R., and Priestley, M.J.N., "Design of Reinforced Concrete Bridge Columns for Strength and Ductility", Research Report 86-7. Department of Civil Engineering, University of Canterbury, November 1985, p. 330 plus appendices.

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Priestley, M.J.N, and Elder, D.M., "Cyclic Loading Tests of Slender Masonry Shear Walls", Bulletin of New Zealand National Society for Earthquake Engineering, Vol. 15, No. 1, March 1982, pp.3-21.

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Smith, P.C., Dowrick, D.J. and Dean, J.A., "Horizontal Timber Diaphragm for Wind and Earthquake Resistance", Bulletin of New Zealand National Society for Earthquake Engineering, Vol. 19, No. 2, June 1986 , pp. 135-142. DOI: https://doi.org/10.5459/bnzsee.19.2.135-142

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Published
1986-12-31
How to Cite
NZSEE Study Group. (1986). Structures of limited ductility. Bulletin of the New Zealand Society for Earthquake Engineering, 19(4), 285-336. https://doi.org/10.5459/bnzsee.19.4.285-336
Section
Articles