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Page Title:
Table 1. Summary of LLNL/EPRI Ratio for Peak Ground Acceleration |
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|  DOE-STD-1024-92
Table 1
SUMMARY OF LLNL/EPRI RATIO FOR PEAK GROUND ACCELERATION OF 0.20g
MEDIAN SEISMIC HAZARD CURVES
MEDIAN
MEAN
STD DEV.
ALL NUCLEAR SITES
with LLNL-AE5
1.67
2.78
2.76
without LLNL-AE5
1.06
1.69
1.71
SOIL SITES
with LLNL-AE5
1.68
3.59
3.77
without LLNL-AE5
1.24
2.30
2.39
ROCK SITES
with LLNL-AE5
1.75
2.24
1.60
without LLNL-AE5
1.02
1.29
0.85
ALL SITES EXCEPT
GULF COAST
with LLNL-AE5
1.62
1.99
1.09
without LLNL-AE5
1.01
1.22
0.68
LLNL-AE5 - LLNL Attenuation Expert No. 5
24
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