TECHNICAL NOTES
Apr 1, 1989

Limitations of Type II Models for Seismic Hazard

Publication: Journal of Structural Engineering
Volume 115, Issue 4

Abstract

The use of the Type II distribution of extremes for seismic hazard is examined using simple examples. The sensitivity of the predicted reliabilities are examined with respect to structural strength and limiting earthquake magnitude.

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References

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Algermissen, S. T., and Perkins, D. M. (1976). “Probabilistic estimates of maximum acceleration in rock in the contiguous United States.”, U.S. Geological Survey, Reston, Va.
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Cornell, C. A. (1977). “Engineering seismic risk analysis.” Bull. Seismol. Soc. Am, 58(5), 1583–1606.
4.
Ellingwood, B., Galambos, T. V., MacGregor, J. G., and Cornell, C. A. (1980). “Development of a probability based load criterion for American National Standard A58.” NBS Special Publication 577, Natl. Bureau of Standards, Gaithersburg, Md.
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Madsen, H. O., Krenk, S., and Lind, N. C. (1986). Methods of Structural Safety, Prentice Hall, Englewood Cliffs, N.J.
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Main, I. G., and Burton, P.W. (1981). “Rates of crustal deformation inferred from seismic moment and Gumbel's third distribution of extreme magnitude values.” Proceedings, Earthquakes and Earthquake Engineering: the Eastern United States, Knoxville, Tenn.
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O'Connor, J. M. (1987). “Reliability of nonlinear structures with seismic loading.” J. Struct. Engrg., ASCE, 133(5), 1011–1028.
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Shah, H. C. (1979). “Earthquake engineering and seismic risk analysis.” The John A. Blume Earthquake Engrg. Ctr., Dept. of Civ. Engrg., Stanford, Univ.
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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 115Issue 4April 1989
Pages: 997 - 1001

History

Published online: Apr 1, 1989
Published in print: Apr 1989

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Authors

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A. G. Tallin, Associate Member, ASCE
Asst. Prof., Polytechnic Univ., 333 Jay Street, Brooklyn, NY 11201

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