Improvements to lead-extrusion damper technology

Authors

  • W. J. Cousins GNS Science, Lower Hutt, New Zealand
  • T. E. Porritt GNS Science, Lower Hutt, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.26.3.342-348

Abstract

Lead-extrusion dampers are energy absorbing devices that have been designed to provide damping for seismic isolation systems. One type, called the constricted tube damper, has been manufactured for several applications in New Zealand. High manufacturing costs and some performance considerations associated with the damper led to consideration of an alternative design known as the bulged shaft damper. This report describes tests carried out on bulged shaft dampers of two sizes, 100kN and 700kN yielded force. Results show that the bulged shaft design of damper can be expected to perform well during major seismic events, including mainshock/aftershock sequences.

References

Charleson, AW., Wright, P.D., Skinner, R.I., 1987, "Wellington Central Police Station, base isolation of an essential facility", Proc. Pacific Conference on Earthquake Engineering, 5-8 August 1987, Wairakei, New Zealand, 2:377-388.

Cousins, W. J., 1988, "Report on weld inspection and mechanical testing of lead-extrusion dampers for Bannockburn bridge", Physics and Engineering Laboratory, DSIR, Confidential Client Report.

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Published

30-09-1993

How to Cite

Cousins, W. J., & Porritt, T. E. (1993). Improvements to lead-extrusion damper technology. Bulletin of the New Zealand Society for Earthquake Engineering, 26(3), 342–348. https://doi.org/10.5459/bnzsee.26.3.342-348

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