Loma Prieta, California, earthquake October 18 (GMT), 1989; processed strong-motion records, Volume 1
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Geology topics
Publications and source records attributed to P. N. Mork.
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An analytical solution to the response of a long trapezoidal‐section dam on a foundation consisting of an elastic half‐space and subjected to simulated earthquake morion is developed. An optimum seismic design is achieved when the cross section of the dam is triangular. The effect of soil structure interaction is to lower the strain occurring in the dam.
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This report serves two purposes: The documentation of a digital magnetic tape containing the results of processing the strong-motion data from Monticello Dam, South Carolina, during a series of three events in 1978, and the reproduction of the more important graphical results.
No abstract available.