The seismic design of an industrial chimney with rocking base


  • R. D. Sharpe Beca Carter Hollings & Ferner Ltd., Wellington, New Zealand
  • R. I. Skinner DSIR Physics and Engineering Laboratory, Lower Hutt, New Zealand

Abstract

An industrial reinforced concrete chimney, of cruciform cross-section and thirty-five metres tall, has been designed and built with the high degree of seismic protection afforded by allowing the base to rock during large earthquakes. As a precaution a pair of purpose-made yielding steel dampers have been installed to assist in the control of the most violent response that might occur.

This paper discusses the advantages in the adoption of this revolutionary design and describes the hand dynamic analysis carried out during the design process. Subsequent time-history computer analysis carried out to confirm the design method is reported on.

References

Newmark, N.W. and Rosenblueth, E., "Fundamentals of Earthquake Eng ineering", Prentice-Hall, N.J., 1971.

Skinner, R.I., Beck, J.L., and Bycroft, G.N., "A Practical System for Isolating Structures from Earthquake Attack", Earthqu. Eng. Struct. Dyn. 3, 297-309, 1975. DOI: https://doi.org/10.1002/eqe.4290030308

Skinner, R.I., "earthquake-Generated Forces and Movements in Tall Buildings", Bulletin 166, NZ DSIR, 1964, 106 p.

Kanaan, A.E., and Powell, G.H., "DRAIN-2D, A General Purpose Computer Program for Dynamic Analysis of Inelastic Plane Structures", E.E.R.C. Report No. 73-6 and 73-22, Univ. of California, August, 1975.

Published
1983-06-30
How to Cite
Sharpe, R. D., & Skinner, R. I. (1983). The seismic design of an industrial chimney with rocking base
. Bulletin of the New Zealand Society for Earthquake Engineering, 16(2), 98-106. https://doi.org/10.5459/bnzsee.16.2.98-106
Section
Articles

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