The shear strength of shear walls

Authors

  • T. Paulay University of Canterbury, Christchurch, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.3.4.148-162

Abstract

To enable a comparison between the shear strength of shear walls and that of reinforced concrete beams to be made, the behaviour of the latter is briefly reviewed.

The findings of research projects, related to deep beams and the effects of repeated cyclic loading, are summarised. More detailed information on the shear strength of deep beams, tested at the University of Canterbury, is presented, Particular problems associated with four classes of typical shear walls of multi-storey structures are briefly highlighted. The current recommendation of the
 SEAOC code, as applied to shear walls, are critically examined and certain
anomalies, which may ensue from their interpretation, are illustrated. Areas of research, related to the full evaluation of reinforced concrete shear wall
 behaviour, are suggested. The paper concludes with a number of design recommendations which suggest themselves from this review.

References

Fenwick, R. C. and Paulay, T.: "Mechanisms of shear resistance of concrete beams", Journal of the Structural Division, ASCE, Vol. 94, No. ST10, Paper 6167, October 1968, pp. 2325-2350. DOI: https://doi.org/10.1061/JSDEAG.0002092

Leonhardt, F. and Walther, R.: "The Stuttgart Shear Tests, 1961" Cement and Concrete Association, Library Translation No. 111, p. 134.

ACI318-63 Building Code Requirement for Reinforced Concrete.

Recommended Lateral Force Requirements and Commentary", Seismologic Committee Structural Engineers Association of California (SEAOC) 1968 Revision.

Slater, A. W., Lord, A. R. and Zipprodt, R. R.: "Shear Tests of Reinforced Concrete Beams" Department of Commerce, Bureau of Standards, Technologic paper No. 314, 1926 pp. 387-495. DOI: https://doi.org/10.6028/nbst.8631

de Paiva, H.A.R. and Siess, C. P.: "Strength and Behaviour of Deep Beams in Shear", Journal of the Structural Division, ASCE/ Vol. 91, No. ST5, October 1965, pp. 19-44. DOI: https://doi.org/10.1061/JSDEAG.0001329

Leonhardt, F. and Walther, R.: "Wancfartige Traeger", Deutscher Ausschuss fuer Stahlbeton, No. 178, 1966.

Leonhardt, F.: "Poutres-Cloisons, Structures planes chargees parallelement a leur plan mayen" Comite Europeen du Beton. Bulletin No. 65, February 1968.

Branzan, I.: "Berechnung von Stahlbeton-scheiben mit einer Offnungsreihe im piastischen Bereich", Die Bautechnik, Vol. 46, Dec 1969, pp. 415-418.

Paulay, T.: "The Coupling of Reinforced Concrete Shear Walls" Proceedings 4.th World Conference on Earthquake Engineering, Santiago, Chile, Jan. 1969, B-2r, pp. 75- 90.

Berg, V. B. and Stratta, J. L.: "Anchorage and the Alaska earthquake of March 27, 1964", American Iron and Steel Institute, New York, 1964.

Proposed Revision of ACI318-63 Building Code Requirements for Reinforced Concrete, ACI Journal, Proceedings, Vol. 67 No. 2, Feb. 1970 pp. 77-188. DOI: https://doi.org/10.14359/7260

Fratessa, P. F., H. J. Degenkolb and Associates, San Francisco, Private Communication.

Paulay, T.: "Reinforced Concrete Shear Walls", New Zealand Engineering, Vol. 24, No. 10, Octo. 1969, pp. 315-321.

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Published

31-12-1970

How to Cite

Paulay, T. (1970). The shear strength of shear walls. Bulletin of the New Zealand Society for Earthquake Engineering, 3(4), 148–162. https://doi.org/10.5459/bnzsee.3.4.148-162

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