Effect of local soil conditions on site amplification [electronic resource].
- Livermore, Calif : Lawrence Livermore National Laboratory, 1983. and Oak Ridge, Tenn. : Distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy.
- Physical Description:
- Pages: 9 : digital, PDF file
- Additional Creators:
- Lawrence Livermore National Laboratory and United States. Department of Energy. Office of Scientific and Technical Information
- The Seismic Safety Margins Research Program (SSMRP) is developing a complete fully coupled analysis procedure (including methods and computer codes) for estimating the risk of an earthquake-induced radioactive release from a commercial nuclear power plant. The analysis procedure is based upon a state-of-the-art evaluation of the current seismic analysis and design process and explicitly accounts for uncertainties inherent in such a process. In Phase I, the seismic input, the soil-structure interaction, dynamic response of structures and subsystems, and fragility were developed and combined using a probabilistic computational procedure. Demonstration calculations were completed for the Zion nuclear power plant. In Phase II, presently ongoing, additional models, improvements to existing models, and improvements to the probabilistic computational assessment of Zion have been developed. Local site amplification has significant effect on structural response and is a major source of uncertainty. As part of the final Zion analysis in Phase II, an assessment of the local site effect at the Zion site was made using new time histories modified for the Zion soil conditions. In this paper, we briefly describe the approach used to correct the seismic hazard curve and time histories developed in Phase I for local site effects and discuss in some detail the results of our efforts to validate the approach. The principle step in the approach was the use of an equivalent linear iterative technique assuming vertically incident waves to correct a set of time histories appropriate for a rock outcrop for the local soil column. For the Zion soil column this led to large correction factors.
- Published through SciTech Connect., 02/18/1983., "ucrl-86239", " conf-830805-39", "DE83012037", 7. international conference on structural mechanics in reactor technology, Chicago, IL, USA, 22 Aug 1983., and Johnson, J.J.; Chen, J.C.; Bernreuter, D.L.
- Funding Information:
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