Use of yield ratio response spectra to design yielding members for improving earthquake resistance of brittle structure

Authors

  • R. M. Gilmour New Zealand Electricity Department, Wellington, New Zealand
  • H. C. Hitchcock New Zealand Electricity Department, Wellington, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.4.2.285-293

Abstract

This paper describes the design of yielding members to be added to the porcelain columns which support 80 ton smoothing reactors of the N.Z. Electricity Department's High Voltage 
Direct Current transmission system, in order to improve their earthquake resistance.

It shows how the extent of the yield was estimated from the response spectra given by P.C. Jennings in "Earthquake Response of a Yielding Structure" and how the margin against collapse was estimated from Jennings and Husid's "Collapse of Yielding Structures during Earthquakes".

References

Skinner, R. I. (1964):D.S.I.R. Bulletin 166: Earthquake-generated Forces and Movements in Tall Buildings, N.Z. Government Printer.

Hitchcock, H. C. (1969): Electrical Equipment and Earthquakes, N. Z. Engineering 24 (1) : 3 - 14.

Jennings, P. C. (1965): Earthquake Response of a Yielding Structure. Journal of the Engineering and Mechanics Div. Proc. of the A.S.C.E. EM4 August 1965. DOI: https://doi.org/10.1061/JMCEA3.0000649

BEEDLE, L. S. (1958): Plastic Design of Steel Frames, Wiley.

Jennings, P. C. and Husid, R. (1968): Collapse of Yielding Structures during Earthquakes. Journal of the Eng. and Mechanics Div. Proc. of the A.S.C.E. EM5, October 1968. DOI: https://doi.org/10.1061/JMCEA3.0001023

Bertero, V. V. and Popov, E. P. (1965): Effect of Large Alternating Strains of Steel Beams. Journal of the Structural Div. Proc. of the A.S.C.E. ST1 February 1965. DOI: https://doi.org/10.1061/JSDEAG.0001200

Penzien, J. and Chopra, A. K. (1965): Earthquake Response of Appendage on a Multi-storey Building. Proc 3rd Wld, Conf. on Earthquake Engineering.

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Published

30-06-1971

How to Cite

Gilmour, R. M., & Hitchcock, H. C. (1971). Use of yield ratio response spectra to design yielding members for improving earthquake resistance of brittle structure. Bulletin of the New Zealand Society for Earthquake Engineering, 4(2), 285–293. https://doi.org/10.5459/bnzsee.4.2.285-293

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