Post-elastic seismic response of a reinforced concrete frame

  • W. R. Walpole Beca Carter Hollings & Ferner Ltd., Wellington, New Zealand
  • R. Shepherd University of Canterbury, Christchurch, New Zealand

Abstract

The two-phase philosophy of structural seismic design involves the choice of a structural system which will remain elastic under small or medium earthquakes and which will deform inelastically, but not catastrophically, in a major seismic disturbance.

References

New Zealand Standards Institute: Basic Loads to be used in Design and their Method of Application. NZSS 1900, Standard Model Building Bylaw. Chapter 8, 1965.

Skinner, R. I. Earthquake Generated Forces and Movements in Tall Buildings. New Zealand D. S. I. R. Bulletin 166, 1964.

Walpole , W. R. Unpublished Ph. D. Thesis, University of Canterbury N. Z. 1968.

Clough, R. W., Benuska, K. L., and Wilson, E. L. Inelastic Earthquake Response of Tall Buildings. Proc. 3rd. W. C. E. E. New Zealand, 1965.

Published
1968-12-31
How to Cite
Walpole, W. R., & Shepherd, R. (1968). Post-elastic seismic response of a reinforced concrete frame. Bulletin of the New Zealand Society for Earthquake Engineering, 1(2), 102-112. https://doi.org/10.5459/bnzsee.1.2.102-112
Section
Articles