The seismic behaviour of plywood sheathed shearwalls

  • J. A. Dean University of Canterbury, Christchurch, New Zealand
  • W. G. Stewart University of Canterbury, Christchurch, New Zealand
  • A. J. Carr University of Canterbury, Christchurch, New Zealand

Abstract

Plywood sheathed timber shearwalls are commonly incorporated in timber structures to resist wind and earthquake induced lateral, forces. Such shearwalls are classified in the NZS 4203:1984 earthquake loading provisions as being ductile and are currently designed to earthquake load levels of 25% of the smoothed elastic response spectrum force, i.e. corresponding to SM = 1 in terms of NZS 4203:1984 notation.

However, a case study is examined which illustrates that compliance with the NZS 3603:1981 permissible wind-seismic connection load and stress levels does not ensure ductility. Recommendations are made for a capacity design procedure in which the sheathing nailing acts as the ductile load limiting element. Even when this is achieved, cyclic loading of the walls at seismic design load levels causes progressive degrading of strength and stiffness properties resulting in a pinched hysteretic loop. The displacement demands on walls in which this occurs when subjected to a design intensity earthquake ground motion are compared in the paper with the corresponding displacement demands on elastic plastic structures.

Selected test results are presented of eleven full scale shearwalls subjected to cyclic static and shaketable loading. The performance of the sheathing nailing, framing connections and foundation connections is reported in detail. Based on the test observations and an analysis of the force distribution within the framing, particular details are recommended to ensure ductile response. A theoretical time history single degree of freedom dynamic idealisation is described which represents the observed wall behaviour, and which is suitable for incorporation into multistorey analyses.

References

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

NZS 3603:1981 Code of Practice for Timber Design. Standards Association of New Zealand.

NZS 3615:1981 Strength Properties and Design Methods for Construction Plywood, Standards Association of New Zealand.

Stewart,W.G.,Dean,J.A.and Carr, A.J. The Seismic Performance of Plywood Sheathed Shearwalls. Proceedings of the Pacific Timber Engineering Conference, May 1984, Auckland, New Zealand.

Stewart, W.G. Seismic Performance of Sheathed Timber Shearwalls. PhD Thesis (in preparation), 1986, University of Canterbury, Christchurch, New Zealand.

Published
1986-03-31
How to Cite
Dean, J. A., Stewart, W. G., & Carr, A. J. (1986). The seismic behaviour of plywood sheathed shearwalls. Bulletin of the New Zealand Society for Earthquake Engineering, 19(1), 48-63. https://doi.org/10.5459/bnzsee.19.1.48-63
Section
Articles

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