| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 299538 | Nuclear Engineering and Design | 2006 | 9 Pages |
Abstract
Traditionally, the seismic design basis ground motion has been specified by normalised response spectral shapes and peak ground acceleration (PGA). The mean recurrence interval (MRI) used to be computed for PGA only. The present work develops uniform hazard response spectra, i.e., spectra having the same MRI at all frequencies for Tarapur Atomic Power Station Site. Sensitivity of the results to the changes in various parameters has also been presented. These results determine the seismic hazard at the given site and the associated uncertainties.
Related Topics
Physical Sciences and Engineering
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Energy Engineering and Power Technology
Authors
A.K. Ghosh,