Nailed moment joints in timber structures

Authors

  • A. H. Bryant University of Auckland, Auckland, New Zealand
  • J. A. Gibson
  • T. N. Mitchell Ministry of Works and Development, Wellington, New Zealand
  • S. J. Thurston MWD, Lower Hutt, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.14.4.223-232

Abstract

The development, design and testing of a nailed steel side-plate joint for the transfer of bending moments in timber structures is described.

References

Bryant A.H., "Lamiplate portal knee joint tests" unpublished report for J.A. Gibson, Gibson Laminates (1978) Ltd, July 1978.

Bryant A.H., "Lamiplate portal frame loading tests", unpublished report for J.A. Gibson, Gibson Laminates (1978) Ltd, September 1979.

Prime G.N., "Investigation of nail- plate joints for timber members", Report No. 232, Department of Civil Engineering, University of Auckland, October 1980.

Thurston S.J. and Flack P.F., "Monotonic and Cyclic Testing of Timber Connections using Nailed Steel Side Plates", Ministry of Works and Development, Central Laboratories Report No. 5 - 79/7.

Thurston S.J. and Flack P.F. , "Cyclic Loading of Large Timber Joints Incorporating Nailed Steel Side Plates", Ministry of Works and Development, Central Laboratories Report No. 5/79/6.

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Published

31-12-1981

How to Cite

Bryant, A. H., Gibson, J. A., Mitchell, T. N., & Thurston, S. J. (1981). Nailed moment joints in timber structures. Bulletin of the New Zealand Society for Earthquake Engineering, 14(4), 223–232. https://doi.org/10.5459/bnzsee.14.4.223-232

Issue

Vol. 14 No. 4 (1981)

Section

Articles

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