Earthquake response of high voltage circuit breakers with non-linear force-deflection characteristics

Authors

  • R. L. Mayes University of Auckland, Auckland, New Zealand
  • H. C. Hitchcock New Zealand Electricity Department, Wellington, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.4.2.301-315

Abstract

The New Zealand Electricity Department has
 purchased a number of high voltage circuit
 breakers with prestressed porcelain columns on 
which the manufacturers have carried out shock
and vibration tests to determine strength and
damping characteristics and to make some
 estimate of earthquake resistance. This paper 
presents a detailed study of the behaviour of
 such circuit breakers when subjected to earthquakes and steady-state sinusoidal forging
functions. The system, assumed to be single-degree of freedom, has a bilinear force-deflection relationship. The system parameters
that varied in this study were: natural period, damping, yield strength and elastic characteristics. All investigations were conducted with
 the aid of an IBM 360/40 and an IBM 1130 digital computer using Jenning's Pseudo-Earthquakes.

References

Jennings, P. C, G. W. Housner, and N. Tsai, "Simulated Earthquake Motions", Californian Institute of Technology. Engineering Research Laboratory. April, 1968.

Hitchcock, H. C., "Electrical Equipment and Earthquakes", New Zealand Engineering, 24 (1) : 3 -14 (January 1969).

den Hartog, J. P. "Forced Vibrations with Combined Coulomb and Viscous Friction", ASME, 1931.

Caughey, T. K, "Sinusoidal Excitation of a System with Bilinear Hysteresis", Journal of Applied Mechanics, Vol. 27, No. 4, (Dec 1960), pp. 649-652. DOI: https://doi.org/10.1115/1.3644077

Jennings, P. C, "Response of Simple Yielding Structures to Earthquake Excitation", Ph.D. Thesis, California Institute of Technology. Pasadena, California, 1963.

Minorski, N., "Non-Linear Mechanics", J.W. Edwards, Ann Arbor Michigan, 1967.

Berg, C. V. and Da Deppo, D. A., Dynamic Analysis of Elasto-Plastic Structures", ASCE, EM2, April 1960. DOI: https://doi.org/10.1061/JMCEA3.0000135

Thomardes, S. S. "Earthquake Response of Systems with Bilinear Hysteresis" ASCE ST^, Aug. 1964. DOI: https://doi.org/10.1061/JSDEAG.0001113

Kaldjan, M. J. and Fan, W. S. "Earthquake Response of a Ramberg Osgood Structure", ASCE ST10 Oct. 1968. DOI: https://doi.org/10.1061/JSDEAG.0002098

Berg, G. V. and Thomardes, S. S. "Energy Consumption by Structures in Strong Motion Earthquakes" 2nd World Conference on Earthquake Engineering, 1960.

Nigam, N. C. and Jennings, P, C. "Digital Calculation of Response Spectra from Strong-Motion Earthquake Records". California Institute of Technology. Earthquake Engineering Research Laboratory, 1968.

Wilson E. L. and Clough R. W., "Dynamic Response by the Step-by-step Matrix Analysis" Symposium on Use of Computers in Civil Engineering, Lisbon, Portugal, Oct. 1962.

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Published

30-06-1971

How to Cite

Mayes, R. L., & Hitchcock, H. C. (1971). Earthquake response of high voltage circuit breakers with non-linear force-deflection characteristics. Bulletin of the New Zealand Society for Earthquake Engineering, 4(2), 301–315. https://doi.org/10.5459/bnzsee.4.2.301-315

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