TECHNICAL PAPERS
Sep 1, 1986

Tsunami Hazard

Publication: Journal of Engineering Mechanics
Volume 112, Issue 9

Abstract

Tsunami hazard is investigated using the indirect approach with simple seismological and hydrodynamic models. It is assumed that earthquakes of random magnitude may originate anywhere with equal likelihood from a single straight fault when the site is located on the perpendicular plane bisecting the fault. The ground displacement is instantaneous and consists of a block uplift type of movement, which may be circular or elongated in plan view. The hydrodynamic model is based on linear long‐wave theory, wherein the ocean is infinite in the horizontal extent, the earth is flat, and water is of constant depth. Tsunami hazard is computed for various values of the parameters and a sensitivity study is carried out to examine the effect of certain parameters on hazard.

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References

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Cornell, C. A., “Engineering Seismic Risk Analysis,” Bulletin of the Seismological Society of America, Vol. 58, No. 5, Oct., 1968, pp. 1583–1606.
2.
Der Kiureghian, A., and Ang, A. H.‐S., “A Line Source Model for Seismic Risk Analysis,” Structural Research Series No. 419, UILU‐ENG‐75‐2023, Univ. of Illinois at Urbana‐Champaign, Urbana, Ill., 1975.
3.
Garcia, A. W., and Houston, J. R., “Type 16 Flood Insurance Study: Tsunami Predictions for Monterey and San Francisco Bays and Puget Sound,” Technical Report H‐75‐17, Hydraulic Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1975.
4.
Houston, J. R., Carver, R. D., and Marckle, D. G., “Tsunami‐Wave Elevation Frequency of Occurrence for the Hawaii Islands,” Technical Report H‐77‐16, Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1977.
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Houston, J. R., and Garcia, A. W., “Type 16 Flood Insurance Study: Tsunami Predictions for Pacific Coastal Communities,” Technical Report H‐74‐3, Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1974.
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Lin, I.‐C., “An Investigation of Tsunami Hazard,” dissertation presented to North Carolina State University, at Raleigh, N.C., in 1985, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 112Issue 9September 1986
Pages: 874 - 887

History

Published online: Sep 1, 1986
Published in print: Sep 1986

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Authors

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I.‐Chen Lin
Asst. Prof., Dept. of Hydr. Engrg., Tarn Kang Univ., Taipei, Taiwan, Republic of China; formerly Grad. Student, Dept. of Civ. Engrg., North Carolina State Univ., Raleigh, NC 27695‐7908
C. C. Tung, M. ASCE
Prof., Dept. of Civ. Engrg., North Carolina State Univ., Raleigh, NC 27695‐7908

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