Analysis for torsion employing provisions of NZRS 4203:1974

Authors

  • R. A. Poole

DOI:

https://doi.org/10.5459/bnzsee.10.4.219-225

Abstract

This paper is the result of deliberations of the Society's discussion group on seismic design of ductile moment resisting reinforced concrete frames.

References

S.E.A.O.C. Recommended Lateral Force Requirements and Commentary, 1973.

D. G. Elms. Seismic Torsional Effects on Buildings. Bulletin of the N.Z. National Society for Earthquake Engineering. Vol. 9, No. 1, March, 1976.

K. Muto. Seismic Analysis of Reinforced Concrete Buildings.

J. A. Blume, N. M. Newmark and L. H. Corning. Design of Multistorey Reinforced Concrete Buildings for Earthquake Motions. P.C.A. 1961.

N. M. Newmark and E. Rosenblueth. Fundamentals of Earthquake Engineering. Prentice-Hall, 1971.

J. R. Benjamin. Statically Indeterminate Structures. McGraw-Hill, 1959.

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Published

31-12-1977

How to Cite

Poole, R. A. (1977). Analysis for torsion employing provisions of NZRS 4203:1974. Bulletin of the New Zealand Society for Earthquake Engineering, 10(4), 219–225. https://doi.org/10.5459/bnzsee.10.4.219-225

Issue

Vol. 10 No. 4 (1977)

Section

Articles

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