Masonry performance in earthquakes

Authors

  • O. A. Glogau Ministry of Works and Development, Wellington, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.7.4.149-166

Abstract

Past and current methods describing the damage potential of an earthquake are reviewed and discussed in relation to actual earthquake damage. The performance of a number of structures subjected to intense shaking is described with particular reference to their detailing. Examples are given showing the effect of infilling walls on structural behaviour. Veneer on timber construction is discussed. The points made are illustrated with figures and photographs.

References

Prof. Dr. H. Umemura - Earthquake Resistant Design of Structures, University of Tokyo.

General Report on the Tokachi-oki Earthquake of 1968, Keigaku Publishing Co.

Williams, D. Seismic Behaviour of Reinforced Masonry Shear Walls, Ph.D. Thesis, University of Canterbury 1971.

J. C. Scrivener and D. Williams. Behaviour of R. M. Shear Walls Under Cyclic Loadings. Bulletin of the N.Z.N.S.E.E., Vol. 4, No. 2, April, 1971. DOI: https://doi.org/10.5459/bnzsee.4.2.316-330

State of California, Title 21, Division of Architecture, Sacramento.

Report on Analysis of Earthquake Damage to Military Construction in Alaska, 1964.

O. A. Glogau, M.W.D. Report, 1963.

DZ4203, Draft New Zealand Standard, General Structural Design and Design Loadings.

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Published

31-12-1974

How to Cite

Glogau, O. A. (1974). Masonry performance in earthquakes. Bulletin of the New Zealand Society for Earthquake Engineering, 7(4), 149–166. https://doi.org/10.5459/bnzsee.7.4.149-166

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