Columns subjected to flexure and axial load
Section H
DOI:
https://doi.org/10.5459/bnzsee.10.2.95-101Abstract
This paper is the resuIt of deliberations of the Society's discussion group on seismic design of ductile moment resisting reinforced concrete frames.
References
R. Park and T. Paulay. "Reinforced Concrete Structures", John Wiley & Sons, New York, 1975. DOI: https://doi.org/10.1002/9780470172834
J. A. Norton, "Ductility of Rectangular Reinforced Concrete Columns", Master of Engineering Report, University of Canterbury, 1972.
P. D. Leslie, "Ductility of Reinforced Concrete Bridge Piers", Master of Engineering Report, University of Canterbury, 1974.
M.J.N. Priestley, R. Park, B. E. Davey and I.R.M. Munro, "Ductility of Reinforced Concrete Bridge Piers", Proceedings of 6th World Conference on Earthquake Engineering, New Delhi, 1977.
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Published
30-06-1977
How to Cite
Park, R. (1977). Columns subjected to flexure and axial load: Section H. Bulletin of the New Zealand Society for Earthquake Engineering, 10(2), 95–101. https://doi.org/10.5459/bnzsee.10.2.95-101
