P-delta effects in medium height moment resisting steel frames under seismic loading

Vol. 23, No. 4, Dec. 1990 pp. 305-321

Authors

  • R. C. Fenwick University of Auckland, Auckland, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.25.1.70-72

References

Montogomery, C.J., "Influence of P-delta effects on seismic design", Canadian Journal of Civil Engineering, Vol. 8, 1981, pp 31-43. DOI: https://doi.org/10.1139/l81-005

Bernal, D., "Amplification factors for inelastic dynamic P-delta effects in earthquake analysis", Earthquake Engineering and Structural Dynamics, Vol. 15, 1987, pp 635-651. DOI: https://doi.org/10.1002/eqe.4290150508

Chung, B.T., "Dynamic behaviour of multi-storey buildings", University of Auckland, School of Engineering Report, No. 492, Feb, 1991, pp. 170.

Fenwick, R.C. and Davidson, B.J., "Moment redistribution in seismic resistant frames", Proceedings of Pacific Conference on Earthquake Engineering, Wairakei NZ, 1987, Vol. 1, pp 95-106.

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Published

31-03-1992

How to Cite

Fenwick, R. C. (1992). P-delta effects in medium height moment resisting steel frames under seismic loading: Vol. 23, No. 4, Dec. 1990 pp. 305-321. Bulletin of the New Zealand Society for Earthquake Engineering, 25(1), 70–72. https://doi.org/10.5459/bnzsee.25.1.70-72

Issue

Vol. 25 No. 1 (1992)

Section

Discussions

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