Australian earthquake engineering

Achievements, challenges and obstacles

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DOI:

https://doi.org/10.5459/bnzsee.36.2.117-124

Abstract

The Australian Earthquake Engineering Society was established in 1990 with its main objective to promote and advance the practice of earthquake engineering and engineering seismology in Australia. In the decade or so since its establishment the Society has had some successes in this regard as well as some disappointments. In this paper, the author will highlight these along with research and other important professional developments during this period. The perceived obstacles to getting a better take-up of earthquake engineering amongst Australian practitioners and the role of the Society in furthering the cause of earthquake engineering in Australia will then be discussed. The paper will conclude with an outline of possible strategies for overcoming these obstacles.

References

Building Code of Australia (BCA), 1995.

Calvi, G.M., (1999). "A displacement-based approach for vulnerability evaluation of classes of buildings," Journal of Earthquake Engineering, Vol. 3, No. 3, pp.411-438. DOI: https://doi.org/10.1080/13632469909350353

Doherty, K., Griffith, M.C., Lam., N. and Wilson, J. (2002). "Displacement-based analysis for out-of-plane bending o f seismically loaded unreinforced masonry walls," Earthquake Engineering and Structural Dynamics, John Wiley and Sons, Vol. 31, No. 4, pp. 833-850. DOI: https://doi.org/10.1002/eqe.126

EERI (1998). Incentives and impediments to improving the seismic performance of buildings, Earthquake Engineering Research Institute Special Report, Oakland, California.

Griffith, M.C. and Heneker, D.G. (1995). "Implications of Earthquake Simulator Test Results for the Aseismic Design of Reinforced Concrete Frames," Proceedings, Pacific Conference on Earthquake Engineering, Melbourne, Vol. 2, pp. 41-48.

Griffith, M.C. and Alaia, R. (1997). "Gap Effects on the Seismic Ductility of Brick Infilled Concrete Frames," Proceedings of the 15th Australasian Conference on the Mechanics of Structures and Materials, Melbourne, pp. 305-310. DOI: https://doi.org/10.1201/9781003761730-55

Paulay, T. and Priestley, M.J.N. (1992). "Seismic design of reinforced concrete and masonry buildings,'' John Wiley and Sons Pty. Ltd., New York. DOI: https://doi.org/10.1002/9780470172841

Potger, G.M. and Griffith, M.C. (2002). "Using performance criteria to evaluate structural response factors for seismic design," Advances in Mechanics of Structures and Materials, Proceedings of 17th ACMSM, Gold Coast, Balkema Publishers, pp. 751-756.

Standards Australia, (1993). "Minimum design loads on structures - Part 4: Earthquake loads," Australian Standard AS 1170.4, Homebush, NSW.

Wu, Y.F., Oehlers, D.J. and Griffith, M.C. (2001). "Composite Plated Columns,'' Proceedings of International Conference on FRP Composites in Civil Engineering, Vol. 1, J.-G. Teng (Ed.), Elsevier Science Ltd., pp. 767-774, (2001).

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Published

30-06-2003

How to Cite

Griffith, M. (2003). Australian earthquake engineering: Achievements, challenges and obstacles . Bulletin of the New Zealand Society for Earthquake Engineering, 36(2), 117–124. https://doi.org/10.5459/bnzsee.36.2.117-124

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