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Appendix 1: Hazard Figures ENSI – Hybrid ModelHazard Figures
May 2016
ENSI – Hybrid Model 3 Appendix 1
TABLE OF CONTENTS
1 INTRODUCTION 4
2 BEZNAU 5
2.1 Beznau, Rock Hazard, Horizontal Component, Surface 52.2 Beznau, Soil Hazard, Horizontal Component, Surface 132.3 Beznau, Soil Hazard, Horizontal Component, -15m 212.4 Beznau, Rock Hazard Deaggregation, Horizontal Component, Surface 292.5 Beznau, Horizontal Component, Mean M −R− ǫ 462.10 Beznau, Rock Hazard, Vertical Component, Surface 522.11 Beznau, Soil Hazard, Vertical Component, Surface 602.12 Beznau, Soil Hazard, Vertical Component, -15m 68
3 GOSGEN 76
3.1 Gosgen, Rock Hazard, Horizontal Component, Surface 763.2 Gosgen, Soil Hazard, Horizontal Component, Surface 843.3 Gosgen, Soil Hazard, Horizontal Component, -9m 923.4 Gosgen, Rock Hazard Deaggregation, Horizontal Component, Surface 1003.5 Gosgen, Horizontal Component, Mean M −R− ǫ 1173.10 Gosgen, Rock Hazard, Vertical Component, Surface 1233.11 Gosgen, Soil Hazard, Vertical Component, Surface 1313.12 Gosgen, Soil Hazard, Vertical Component, -9m 139
4 LEIBSTADT 147
4.1 Leibstadt, Rock Hazard, Horizontal Component, Surface 1474.2 Leibstadt, Soil Hazard, Horizontal Component, Surface 1554.3 Leibstadt, Soil Hazard, Horizontal Component, -10m 1634.4 Leibstadt, Rock Hazard Deaggregation, Horizontal Component, Surface 1714.5 Leibstadt, Horizontal Component, Mean M −R− ǫ 1884.10 Leibstadt, Rock Hazard, Vertical Component, Surface 1944.11 Leibstadt, Soil Hazard, Vertical Component, Surface 2024.12 Leibstadt, Soil Hazard, Vertical Component, -10m 210
5 MUHLEBERG 218
5.1 Muhleberg, Rock Hazard, Horizontal Component 2185.2 Muhleberg, Soil Hazard, Horizontal Component, Surface 2265.3 Muhleberg, Soil Hazard, Horizontal Component, -7m 2345.4 Muhleberg, Soil Hazard, Horizontal Component, -14m 2425.5 Muhleberg, Rock Hazard Deaggregation, Horizontal Component 2505.6 Muhleberg, Horizontal Component, Mean M −R− ǫ 2675.11 Muhleberg, Rock Hazard, Vertical Component, Surface 2735.12 Muhleberg, Soil Hazard, Vertical Component, Surface 2815.13 Muhleberg, Soil Hazard, Vertical Component, -7m 2895.14 Muhleberg, Soil Hazard, Vertical Component, -14m 297
ENSI – Hybrid Model 4 Appendix 1
1 INTRODUCTION
This appendix contains the full suite of hazard results obtained by combining the SED sourcecharacterization (SP1) model with the PRP ground motion (SP2) and site amplification (SP3)models in the form of figures. The figure sets consist of hazard curves, hazard spectra anddeaggregation plots.
The numbering of the sections, of the figures, and as a consequence, of the associated tablesfollows the numbering in the PRP final report. This means that the numbering of the section isdiscontinuous as the PRP report contains sections that are not present in this report.
The computational setting used to obtain the figures is described here, figure set per figure set.
• Rock Hazard Curves: Out of the 99 fractiles calculated, five are shown in these mainfigures for the horizontal and vertical components. Figures are presented for the nineproject spectral frequencies.
• Rock Uniform Hazard Spectra: The figures with uniform hazard spectra (UHS) wereonly produced if the mean hazard existed at all frequencies for the given level of annualprobability of exceedance. Any requirement for extrapolation of the data to cover a missingvalue for a particular level of exceedance probability led to the exclusion of the associatedfigure. Similarly, in the case of the retained figures, the fractiles were not extrapolatedtowards the UHS level of probability of exceedance. This means that in a few cases, a fewspectra of lower fractiles and of the median do not cover the full frequency range.
• Soil UHS: The soil hazard UHS (both for the horizontal and the vertical components)are shown with the vectors of 57 frequencies chosen as to optimally sample the variabilityof the soil amplification function.
• Deaggregation Figures: The size of the bins for deaggregation figures was chosen to be10 km, 0.5 magnitude unit and 1 epsilon. The last distance bin contains the contributionsfrom all distances larger than 100 km. The distance metric used here is a combinationof the distance metrics used by the individual GMPEs considered by the SP2 experts intheir model. Nine of the requested 27 combinations of annual probability and spectralfrequency were calculated while the deaggregation results for the remaining ones wereobtained through interpolation. Besides the marginal distributions shown in each figure, aseries of additional figures show the mean magnitude, distance and epsilon as functions ofthe annual probability of exceedance for given frequencies.
document
ENSI – Hybrid Model 5 Appendix 1
2 BEZNAU
2.1 Beznau, Rock Hazard, Horizontal Component, Surface
ENSI – Hybrid Model 6 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-1.1: Beznau, horizontal component, rock, mean hazard and fractiles, 0.5Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-1.2: Beznau, horizontal component, rock, mean hazard and fractiles, 1Hz.
ENSI – Hybrid Model 7 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-1.3: Beznau, horizontal component, rock, mean hazard and fractiles, 2.5Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-1.4: Beznau, horizontal component, rock, mean hazard and fractiles, 5Hz.
ENSI – Hybrid Model 8 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-1.5: Beznau, horizontal component, rock, mean hazard and fractiles, 10Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-1.6: Beznau, horizontal component, rock, mean hazard and fractiles, 20Hz.
ENSI – Hybrid Model 9 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-1.7: Beznau, horizontal component, rock, mean hazard and fractiles, 33Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-1.8: Beznau, horizontal component, rock, mean hazard and fractiles, 50Hz.
ENSI – Hybrid Model 10 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-1.9: Beznau, horizontal component, rock, mean hazard and fractiles, 100Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-1.10: Beznau, horizontal component, rock, uniform hazard spectra for an annual proba-bility of exceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 11 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-1.11: Beznau, horizontal component, rock, uniform hazard spectra for an annual proba-bility of exceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-1.12: Beznau, horizontal component, rock, uniform hazard spectra for an annual proba-bility of exceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 12 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-1.13: Beznau, horizontal component, rock, uniform hazard spectra for an annual proba-bility of exceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-1.14: Beznau, horizontal component, rock, uniform hazard spectra for an annual proba-bility of exceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 13 Appendix 1
2.2 Beznau, Soil Hazard, Horizontal Component, Surface
ENSI – Hybrid Model 14 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-2.1: Beznau, horizontal component, soil, surface, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-2.2: Beznau, horizontal component, soil, surface, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 15 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-2.3: Beznau, horizontal component, soil, surface, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-2.4: Beznau, horizontal component, soil, surface, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 16 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-2.5: Beznau, horizontal component, soil, surface, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-2.6: Beznau, horizontal component, soil, surface, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 17 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-2.7: Beznau, horizontal component, soil, surface, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-2.8: Beznau, horizontal component, soil, surface, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 18 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-2.9: Beznau, horizontal component, soil, surface, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-2.10: Beznau, horizontal component, soil, surface, UHS for an annual probability of ex-ceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 19 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-2.11: Beznau, horizontal component, soil, surface, UHS for an annual probability of ex-ceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-2.12: Beznau, horizontal component, soil, surface, UHS for an annual probability of ex-ceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 20 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-2.13: Beznau, horizontal component, soil, surface, UHS for an annual probability of ex-ceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-2.14: Beznau, horizontal component, soil, surface, UHS for an annual probability of ex-ceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 21 Appendix 1
2.3 Beznau, Soil Hazard, Horizontal Component, -15m
ENSI – Hybrid Model 22 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-3.1: Beznau, horizontal component, soil, -15 m, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-3.2: Beznau, horizontal component, soil, -15 m, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 23 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-3.3: Beznau, horizontal component, soil, -15 m, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-3.4: Beznau, horizontal component, soil, -15 m, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 24 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-3.5: Beznau, horizontal component, soil, -15 m, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-3.6: Beznau, horizontal component, soil, -15 m, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 25 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-3.7: Beznau, horizontal component, soil, -15 m, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-3.8: Beznau, horizontal component, soil, -15 m, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 26 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-3.9: Beznau, horizontal component, soil, -15 m, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-3.10: Beznau, horizontal component, soil, -15 m, UHS for an annual probability of ex-ceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 27 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-3.11: Beznau, horizontal component, soil, -15 m, UHS for an annual probability of ex-ceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-3.12: Beznau, horizontal component, soil, -15 m, UHS for an annual probability of ex-ceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 28 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-3.13: Beznau, horizontal component, soil, -15 m, UHS for an annual probability of ex-ceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-3.14: Beznau, horizontal component, soil, -15 m, UHS for an annual probability of ex-ceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 29 Appendix 1
2.4 Beznau, Rock Hazard Deaggregation, Horizontal Comp-
onent, Surface
ENSI – Hybrid Model 30 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-2
Epsilon
Fig. 2-4.1: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-02, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-2
Epsilon
Fig. 2-4.2: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-02, 10Hz.
ENSI – Hybrid Model 31 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
1E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-2
Epsilon
Fig. 2-4.3: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-02, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
14
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.82.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.10.12
2.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 2-4.4: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 2.1E-03, 1Hz.
ENSI – Hybrid Model 32 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.62.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.050.06
2.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 2-4.5: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 2.1E-03, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.62.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.050.06
2.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 2-4.6: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 2.1E-03, 10Hz.
ENSI – Hybrid Model 33 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.62.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
2.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 2-4.7: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 2.1E-03, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 2-4.8: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-03, 1Hz.
ENSI – Hybrid Model 34 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
1.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 2-4.9: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-03, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
1.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 2-4.10: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-03, 10Hz.
ENSI – Hybrid Model 35 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 2-4.11: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-03, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.51E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 2-4.12: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-04, 0.5Hz.
ENSI – Hybrid Model 36 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11.2
1.0E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041.0E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-4
Epsilon
Fig. 2-4.13: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-04, 1Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.061E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 2-4.14: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-04, 5Hz.
ENSI – Hybrid Model 37 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.061.0E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-4
Epsilon
Fig. 2-4.15: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-04, 10Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 2-4.16: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-04, 100Hz.
ENSI – Hybrid Model 38 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
25
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-5
Epsilon
Fig. 2-4.17: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-05, 0.5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
15
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11.2
1.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 2-4.18: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-05, 1Hz.
ENSI – Hybrid Model 39 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
25
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 2-4.19: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-05, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 2-4.20: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-05, 10Hz.
ENSI – Hybrid Model 40 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 2-4.21: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-05, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
50
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.10.12
1.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 2-4.22: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-06, 0.5Hz.
ENSI – Hybrid Model 41 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.51.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.10.12
1.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 2-4.23: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-06, 1Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.10.12
1.0E-6
Distance [km]-2 -1 0 1 2 3 4
00.10.20.30.40.50.6
1.0E-6
Epsilon
Fig. 2-4.24: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-06, 5Hz.
ENSI – Hybrid Model 42 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
00.10.20.30.40.50.6
1.0E-6
Epsilon
Fig. 2-4.25: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-06, 10Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 2-4.26: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-06, 100Hz.
ENSI – Hybrid Model 43 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
5060
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.51
1.52
2.51E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.61E-7
Epsilon
Fig. 2-4.27: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-07, 0.5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
50
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.61.0E-7
Epsilon
Fig. 2-4.28: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-07, 1Hz.
ENSI – Hybrid Model 44 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81E-7
Epsilon
Fig. 2-4.29: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-07, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81.0E-7
Epsilon
Fig. 2-4.30: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-07, 10Hz.
ENSI – Hybrid Model 45 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
50
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.15
0.21E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81E-7
Epsilon
Fig. 2-4.31: Beznau, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-07, 100Hz.
ENSI – Hybrid Model 46 Appendix 1
2.5 Beznau, Horizontal Component, Mean M −R− ε
ENSI – Hybrid Model 47 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 2-5.1: Beznau, horizontal component, rock, mean magnitude, distance and epsilon as ob-tained from the deaggregation, 0.5Hz.
ENSI – Hybrid Model 48 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 2-5.2: Beznau, horizontal component, rock, mean magnitude, distance and epsilon as ob-tained from the deaggregation, 1Hz.
ENSI – Hybrid Model 49 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 2-5.3: Beznau, horizontal component, rock, mean magnitude, distance and epsilon as ob-tained from the deaggregation, 5Hz.
ENSI – Hybrid Model 50 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 2-5.4: Beznau, horizontal component, rock, mean magnitude, distance and epsilon as ob-tained from the deaggregation, 10Hz.
ENSI – Hybrid Model 51 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 2-5.5: Beznau, horizontal component, rock, mean magnitude, distance and epsilon as ob-tained from the deaggregation, 100Hz.
ENSI – Hybrid Model 52 Appendix 1
2.10 Beznau, Rock Hazard, Vertical Component, Surface
ENSI – Hybrid Model 53 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-10.1: Beznau, vertical component, rock, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-10.2: Beznau, vertical component, rock, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 54 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-10.3: Beznau, vertical component, rock, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-10.4: Beznau, vertical component, rock, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 55 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-10.5: Beznau, vertical component, rock, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-10.6: Beznau, vertical component, rock, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 56 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-10.7: Beznau, vertical component, rock, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-10.8: Beznau, vertical component, rock, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 57 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-10.9: Beznau, vertical component, rock, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-10.10: Beznau, vertical component, rock, UHS for an annual probability of exceedance of1E-07 and 5% damping.
ENSI – Hybrid Model 58 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-10.11: Beznau, vertical component, rock, UHS for an annual probability of exceedance of1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-10.12: Beznau, vertical component, rock, UHS for an annual probability of exceedance of1E-05 and 5% damping.
ENSI – Hybrid Model 59 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-10.13: Beznau, vertical component, rock, UHS for an annual probability of exceedance of1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-10.14: Beznau, vertical component, rock, UHS for an annual probability of exceedance of1E-03 and 5% damping.
ENSI – Hybrid Model 60 Appendix 1
2.11 Beznau, Soil Hazard, Vertical Component, Surface
ENSI – Hybrid Model 61 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-11.1: Beznau, vertical component, soil, surface, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-11.2: Beznau, vertical component, soil, surface, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 62 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-11.3: Beznau, vertical component, soil, surface, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-11.4: Beznau, vertical component, soil, surface, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 63 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-11.5: Beznau, vertical component, soil, surface, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-11.6: Beznau, vertical component, soil, surface, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 64 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-11.7: Beznau, vertical component, soil, surface, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-11.8: Beznau, vertical component, soil, surface, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 65 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-11.9: Beznau, vertical component, soil, surface, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-11.10: Beznau, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 66 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-11.11: Beznau, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-11.12: Beznau, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 67 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-11.13: Beznau, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-11.14: Beznau, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 68 Appendix 1
2.12 Beznau, Soil Hazard, Vertical Component, -15m
ENSI – Hybrid Model 69 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-12.1: Beznau, vertical component, soil, -15 m, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-12.2: Beznau, vertical component, soil, -15 m, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 70 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-12.3: Beznau, vertical component, soil, -15 m, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-12.4: Beznau, vertical component, soil, -15 m, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 71 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-12.5: Beznau, vertical component, soil, -15 m, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-12.6: Beznau, vertical component, soil, -15 m, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 72 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-12.7: Beznau, vertical component, soil, -15 m, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-12.8: Beznau, vertical component, soil, -15 m, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 73 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 2-12.9: Beznau, vertical component, soil, -15 m, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-12.10: Beznau, vertical component, soil, -15 m, UHS for an annual probability of ex-ceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 74 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-12.11: Beznau, vertical component, soil, -15 m, UHS for an annual probability of ex-ceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-12.12: Beznau, vertical component, soil, -15 m, UHS for an annual probability of ex-ceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 75 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-12.13: Beznau, vertical component, soil, -15 m, UHS for an annual probability of ex-ceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 2-12.14: Beznau, vertical component, soil, -15 m, UHS for an annual probability of ex-ceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 76 Appendix 1
3 GOSGEN
3.1 Gosgen, Rock Hazard, Horizontal Component, Surface
ENSI – Hybrid Model 77 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-1.1: Gosgen, horizontal component, rock, mean hazard and fractiles, 0.5Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-1.2: Gosgen, horizontal component, rock, mean hazard and fractiles, 1Hz.
ENSI – Hybrid Model 78 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-1.3: Gosgen, horizontal component, rock, mean hazard and fractiles, 2.5Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-1.4: Gosgen, horizontal component, rock, mean hazard and fractiles, 5Hz.
ENSI – Hybrid Model 79 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-1.5: Gosgen, horizontal component, rock, mean hazard and fractiles, 10Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-1.6: Gosgen, horizontal component, rock, mean hazard and fractiles, 20Hz.
ENSI – Hybrid Model 80 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-1.7: Gosgen, horizontal component, rock, mean hazard and fractiles, 33Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-1.8: Gosgen, horizontal component, rock, mean hazard and fractiles, 50Hz.
ENSI – Hybrid Model 81 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-1.9: Gosgen, horizontal component, rock, mean hazard and fractiles, 100Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-1.10: Gosgen, horizontal component, rock, uniform hazard spectra for an annual proba-bility of exceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 82 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-1.11: Gosgen, horizontal component, rock, uniform hazard spectra for an annual proba-bility of exceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-1.12: Gosgen, horizontal component, rock, uniform hazard spectra for an annual proba-bility of exceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 83 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-1.13: Gosgen, horizontal component, rock, uniform hazard spectra for an annual proba-bility of exceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-1.14: Gosgen, horizontal component, rock, uniform hazard spectra for an annual proba-bility of exceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 84 Appendix 1
3.2 Gosgen, Soil Hazard, Horizontal Component, Surface
ENSI – Hybrid Model 85 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-2.1: Gosgen, horizontal component, soil, surface, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-2.2: Gosgen, horizontal component, soil, surface, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 86 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-2.3: Gosgen, horizontal component, soil, surface, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-2.4: Gosgen, horizontal component, soil, surface, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 87 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-2.5: Gosgen, horizontal component, soil, surface, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-2.6: Gosgen, horizontal component, soil, surface, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 88 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-2.7: Gosgen, horizontal component, soil, surface, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-2.8: Gosgen, horizontal component, soil, surface, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 89 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-2.9: Gosgen, horizontal component, soil, surface, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-2.10: Gosgen, horizontal component, soil, surface, UHS for an annual probability of ex-ceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 90 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-2.11: Gosgen, horizontal component, soil, surface, UHS for an annual probability of ex-ceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-2.12: Gosgen, horizontal component, soil, surface, UHS for an annual probability of ex-ceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 91 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-2.13: Gosgen, horizontal component, soil, surface, UHS for an annual probability of ex-ceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-2.14: Gosgen, horizontal component, soil, surface, UHS for an annual probability of ex-ceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 92 Appendix 1
3.3 Gosgen, Soil Hazard, Horizontal Component, -9m
ENSI – Hybrid Model 93 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-3.1: Gosgen, horizontal component, soil, -9 m, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-3.2: Gosgen, horizontal component, soil, -9 m, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 94 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-3.3: Gosgen, horizontal component, soil, -9 m, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-3.4: Gosgen, horizontal component, soil, -9 m, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 95 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-3.5: Gosgen, horizontal component, soil, -9 m, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-3.6: Gosgen, horizontal component, soil, -9 m, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 96 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-3.7: Gosgen, horizontal component, soil, -9 m, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-3.8: Gosgen, horizontal component, soil, -9 m, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 97 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-3.9: Gosgen, horizontal component, soil, -9 m, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-3.10: Gosgen, horizontal component, soil, -9 m, UHS for an annual probability of ex-ceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 98 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-3.11: Gosgen, horizontal component, soil, -9 m, UHS for an annual probability of ex-ceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-3.12: Gosgen, horizontal component, soil, -9 m, UHS for an annual probability of ex-ceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 99 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-3.13: Gosgen, horizontal component, soil, -9 m, UHS for an annual probability of ex-ceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-3.14: Gosgen, horizontal component, soil, -9 m, UHS for an annual probability of ex-ceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 100 Appendix 1
3.4 Gosgen, Rock Hazard Deaggregation, Horizontal Comp-
onent, Surface
ENSI – Hybrid Model 101 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-2
Epsilon
Fig. 3-4.1: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-02, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-2
Epsilon
Fig. 3-4.2: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-02, 10Hz.
ENSI – Hybrid Model 102 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-2
Epsilon
Fig. 3-4.3: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-02, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
14
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.82.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.12.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 3-4.4: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 2.1E-03, 1Hz.
ENSI – Hybrid Model 103 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
6
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
2.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.050.06
2.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 3-4.5: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 2.1E-03, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
2.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.050.06
2.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 3-4.6: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 2.1E-03, 10Hz.
ENSI – Hybrid Model 104 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
2.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
2.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 3-4.7: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 2.1E-03, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 3-4.8: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-03, 1Hz.
ENSI – Hybrid Model 105 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
1.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
1.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 3-4.9: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-03, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
1.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
1.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 3-4.10: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-03, 10Hz.
ENSI – Hybrid Model 106 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
1.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 3-4.11: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-03, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.51E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 3-4.12: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-04, 0.5Hz.
ENSI – Hybrid Model 107 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11.2
1.0E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041.0E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-4
Epsilon
Fig. 3-4.13: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-04, 1Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
1E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
1E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 3-4.14: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-04, 5Hz.
ENSI – Hybrid Model 108 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
1.0E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
1.0E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-4
Epsilon
Fig. 3-4.15: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-04, 10Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
1E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.061E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 3-4.16: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-04, 100Hz.
ENSI – Hybrid Model 109 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
25
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 3-4.17: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-05, 0.5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
14
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11.2
1.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 3-4.18: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-05, 1Hz.
ENSI – Hybrid Model 110 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
25
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 3-4.19: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-05, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 3-4.20: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-05, 10Hz.
ENSI – Hybrid Model 111 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 3-4.21: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-05, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 3-4.22: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-06, 0.5Hz.
ENSI – Hybrid Model 112 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.51.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.10.12
1.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 3-4.23: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-06, 1Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
00.10.20.30.40.50.6
1.0E-6
Epsilon
Fig. 3-4.24: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-06, 5Hz.
ENSI – Hybrid Model 113 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
00.10.20.30.40.50.6
1.0E-6
Epsilon
Fig. 3-4.25: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-06, 10Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 3-4.26: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-06, 100Hz.
ENSI – Hybrid Model 114 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
5060
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.51
1.52
2.51E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151E-7
Distance [km]-2 -1 0 1 2 3 4
00.10.20.30.40.50.6
1E-7
Epsilon
Fig. 3-4.27: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-07, 0.5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
50
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.61.0E-7
Epsilon
Fig. 3-4.28: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-07, 1Hz.
ENSI – Hybrid Model 115 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81E-7
Epsilon
Fig. 3-4.29: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-07, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.15
0.21.0E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81.0E-7
Epsilon
Fig. 3-4.30: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1.0E-07, 10Hz.
ENSI – Hybrid Model 116 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
50
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.15
0.21E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81E-7
Epsilon
Fig. 3-4.31: Gosgen, horizontal component, rock, hazard deaggregation by magnitude, distanceand epsilon for annual hazard level 1E-07, 100Hz.
ENSI – Hybrid Model 117 Appendix 1
3.5 Gosgen, Horizontal Component, Mean M −R− ε
ENSI – Hybrid Model 118 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 3-9.1: Goesgen, horizontal component, rock, mean magnitude, distance and epsilon asobtained from the deaggregation, 0.5Hz.
ENSI – Hybrid Model 119 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 3-9.2: Goesgen, horizontal component, rock, mean magnitude, distance and epsilon asobtained from the deaggregation, 1Hz.
ENSI – Hybrid Model 120 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 3-9.3: Goesgen, horizontal component, rock, mean magnitude, distance and epsilon asobtained from the deaggregation, 5Hz.
ENSI – Hybrid Model 121 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 3-9.4: Goesgen, horizontal component, rock, mean magnitude, distance and epsilon asobtained from the deaggregation, 10Hz.
ENSI – Hybrid Model 122 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 3-9.5: Goesgen, horizontal component, rock, mean magnitude, distance and epsilon asobtained from the deaggregation, 100Hz.
ENSI – Hybrid Model 123 Appendix 1
3.10 Gosgen, Rock Hazard, Vertical Component, Surface
ENSI – Hybrid Model 124 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-10.1: Gosgen, vertical component, rock, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-10.2: Gosgen, vertical component, rock, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 125 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-10.3: Gosgen, vertical component, rock, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-10.4: Gosgen, vertical component, rock, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 126 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-10.5: Gosgen, vertical component, rock, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-10.6: Gosgen, vertical component, rock, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 127 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-10.7: Gosgen, vertical component, rock, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-10.8: Gosgen, vertical component, rock, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 128 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-10.9: Gosgen, vertical component, rock, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-10.10: Gosgen, vertical component, rock, UHS for an annual probability of exceedance of1E-07 and 5% damping.
ENSI – Hybrid Model 129 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-10.11: Gosgen, vertical component, rock, UHS for an annual probability of exceedance of1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-10.12: Gosgen, vertical component, rock, UHS for an annual probability of exceedance of1E-05 and 5% damping.
ENSI – Hybrid Model 130 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-10.13: Gosgen, vertical component, rock, UHS for an annual probability of exceedance of1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-10.14: Gosgen, vertical component, rock, UHS for an annual probability of exceedance of1E-03 and 5% damping.
ENSI – Hybrid Model 131 Appendix 1
3.11 Gosgen, Soil Hazard, Vertical Component, Surface
ENSI – Hybrid Model 132 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-11.1: Gosgen, vertical component, soil, surface, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-11.2: Gosgen, vertical component, soil, surface, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 133 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-11.3: Gosgen, vertical component, soil, surface, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-11.4: Gosgen, vertical component, soil, surface, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 134 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-11.5: Gosgen, vertical component, soil, surface, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-11.6: Gosgen, vertical component, soil, surface, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 135 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-11.7: Gosgen, vertical component, soil, surface, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-11.8: Gosgen, vertical component, soil, surface, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 136 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-11.9: Gosgen, vertical component, soil, surface, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-11.10: Gosgen, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 137 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-11.11: Gosgen, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-11.12: Gosgen, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 138 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-11.13: Gosgen, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-11.14: Gosgen, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 139 Appendix 1
3.12 Gosgen, Soil Hazard, Vertical Component, -9m
ENSI – Hybrid Model 140 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-12.1: Gosgen, vertical component, soil, -9 m, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-12.2: Gosgen, vertical component, soil, -9 m, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 141 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-12.3: Gosgen, vertical component, soil, -9 m, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-12.4: Gosgen, vertical component, soil, -9 m, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 142 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-12.5: Gosgen, vertical component, soil, -9 m, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-12.6: Gosgen, vertical component, soil, -9 m, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 143 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-12.7: Gosgen, vertical component, soil, -9 m, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-12.8: Gosgen, vertical component, soil, -9 m, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 144 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 3-12.9: Gosgen, vertical component, soil, -9 m, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-12.10: Gosgen, vertical component, soil, -9 m, UHS for an annual probability of ex-ceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 145 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-12.11: Gosgen, vertical component, soil, -9 m, UHS for an annual probability of ex-ceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-12.12: Gosgen, vertical component, soil, -9 m, UHS for an annual probability of ex-ceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 146 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-12.13: Gosgen, vertical component, soil, -9 m, UHS for an annual probability of ex-ceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 3-12.14: Gosgen, vertical component, soil, -9 m, UHS for an annual probability of ex-ceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 147 Appendix 1
4 LEIBSTADT
4.1 Leibstadt, Rock Hazard, Horizontal Component, Surface
ENSI – Hybrid Model 148 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-1.1: Leibstadt, horizontal component, rock, mean hazard and fractiles, 0.5Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-1.2: Leibstadt, horizontal component, rock, mean hazard and fractiles, 1Hz.
ENSI – Hybrid Model 149 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-1.3: Leibstadt, horizontal component, rock, mean hazard and fractiles, 2.5Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-1.4: Leibstadt, horizontal component, rock, mean hazard and fractiles, 5Hz.
ENSI – Hybrid Model 150 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-1.5: Leibstadt, horizontal component, rock, mean hazard and fractiles, 10Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-1.6: Leibstadt, horizontal component, rock, mean hazard and fractiles, 20Hz.
ENSI – Hybrid Model 151 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-1.7: Leibstadt, horizontal component, rock, mean hazard and fractiles, 33Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-1.8: Leibstadt, horizontal component, rock, mean hazard and fractiles, 50Hz.
ENSI – Hybrid Model 152 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-1.9: Leibstadt, horizontal component, rock, mean hazard and fractiles, 100Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-1.10: Leibstadt, horizontal component, rock, uniform hazard spectra for an annual prob-ability of exceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 153 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-1.11: Leibstadt, horizontal component, rock, uniform hazard spectra for an annual prob-ability of exceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-1.12: Leibstadt, horizontal component, rock, uniform hazard spectra for an annual prob-ability of exceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 154 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-1.13: Leibstadt, horizontal component, rock, uniform hazard spectra for an annual prob-ability of exceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-1.14: Leibstadt, horizontal component, rock, uniform hazard spectra for an annual prob-ability of exceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 155 Appendix 1
4.2 Leibstadt, Soil Hazard, Horizontal Component, Surface
ENSI – Hybrid Model 156 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-2.1: Leibstadt, horizontal component, soil, surface, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-2.2: Leibstadt, horizontal component, soil, surface, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 157 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-2.3: Leibstadt, horizontal component, soil, surface, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-2.4: Leibstadt, horizontal component, soil, surface, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 158 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-2.5: Leibstadt, horizontal component, soil, surface, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-2.6: Leibstadt, horizontal component, soil, surface, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 159 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-2.7: Leibstadt, horizontal component, soil, surface, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-2.8: Leibstadt, horizontal component, soil, surface, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 160 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-2.9: Leibstadt, horizontal component, soil, surface, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-2.10: Leibstadt, horizontal component, soil, surface, UHS for an annual probability ofexceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 161 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-2.11: Leibstadt, horizontal component, soil, surface, UHS for an annual probability ofexceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-2.12: Leibstadt, horizontal component, soil, surface, UHS for an annual probability ofexceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 162 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-2.13: Leibstadt, horizontal component, soil, surface, UHS for an annual probability ofexceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-2.14: Leibstadt, horizontal component, soil, surface, UHS for an annual probability ofexceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 163 Appendix 1
4.3 Leibstadt, Soil Hazard, Horizontal Component, -10m
ENSI – Hybrid Model 164 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-3.1: Leibstadt, horizontal component, soil, -10 m, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-3.2: Leibstadt, horizontal component, soil, -10 m, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 165 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-3.3: Leibstadt, horizontal component, soil, -10 m, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-3.4: Leibstadt, horizontal component, soil, -10 m, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 166 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-3.5: Leibstadt, horizontal component, soil, -10 m, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-3.6: Leibstadt, horizontal component, soil, -10 m, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 167 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-3.7: Leibstadt, horizontal component, soil, -10 m, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-3.8: Leibstadt, horizontal component, soil, -10 m, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 168 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-3.9: Leibstadt, horizontal component, soil, -10 m, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-3.10: Leibstadt, horizontal component, soil, -10 m, UHS for an annual probability ofexceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 169 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-3.11: Leibstadt, horizontal component, soil, -10 m, UHS for an annual probability ofexceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-3.12: Leibstadt, horizontal component, soil, -10 m, UHS for an annual probability ofexceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 170 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-3.13: Leibstadt, horizontal component, soil, -10 m, UHS for an annual probability ofexceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-3.14: Leibstadt, horizontal component, soil, -10 m, UHS for an annual probability ofexceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 171 Appendix 1
4.4 Leibstadt, Rock Hazard Deaggregation, Horizontal
Component, Surface
ENSI – Hybrid Model 172 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
12
34
56
78
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-2
Epsilon
Fig. 4-4.1: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-02, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-2
Epsilon
Fig. 4-4.2: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-02, 10Hz.
ENSI – Hybrid Model 173 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
12
34
56
7
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-2
Epsilon
Fig. 4-4.3: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-02, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
14
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.82.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.12.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 4-4.4: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 2.1E-03, 1Hz.
ENSI – Hybrid Model 174 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.62.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.050.06
2.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 4-4.5: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 2.1E-03, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.62.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.050.06
2.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 4-4.6: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 2.1E-03, 10Hz.
ENSI – Hybrid Model 175 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.62.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
2.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 4-4.7: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 2.1E-03, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 4-4.8: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-03, 1Hz.
ENSI – Hybrid Model 176 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 4-4.9: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-03, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 4-4.10: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-03, 10Hz.
ENSI – Hybrid Model 177 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 4-4.11: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-03, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.51E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 4-4.12: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-04, 0.5Hz.
ENSI – Hybrid Model 178 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11.2
1.0E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041.0E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-4
Epsilon
Fig. 4-4.13: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-04, 1Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.061E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 4-4.14: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-04, 5Hz.
ENSI – Hybrid Model 179 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-4
Epsilon
Fig. 4-4.15: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-04, 10Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 4-4.16: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-04, 100Hz.
ENSI – Hybrid Model 180 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
25
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-5
Epsilon
Fig. 4-4.17: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-05, 0.5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
15
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11.2
1.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 4-4.18: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-05, 1Hz.
ENSI – Hybrid Model 181 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
25
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 4-4.19: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-05, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 4-4.20: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-05, 10Hz.
ENSI – Hybrid Model 182 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 4-4.21: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-05, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
50
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.10.12
1.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 4-4.22: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-06, 0.5Hz.
ENSI – Hybrid Model 183 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.51.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.10.12
1.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 4-4.23: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-06, 1Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.10.12
1.0E-6
Distance [km]-2 -1 0 1 2 3 4
00.10.20.30.40.50.6
1.0E-6
Epsilon
Fig. 4-4.24: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-06, 5Hz.
ENSI – Hybrid Model 184 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
00.10.20.30.40.50.6
1.0E-6
Epsilon
Fig. 4-4.25: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-06, 10Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 4-4.26: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-06, 100Hz.
ENSI – Hybrid Model 185 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
5060
70
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.51
1.52
2.51E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.61E-7
Epsilon
Fig. 4-4.27: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-07, 0.5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
50
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.61.0E-7
Epsilon
Fig. 4-4.28: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-07, 1Hz.
ENSI – Hybrid Model 186 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81E-7
Epsilon
Fig. 4-4.29: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-07, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81.0E-7
Epsilon
Fig. 4-4.30: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-07, 10Hz.
ENSI – Hybrid Model 187 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
50
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.15
0.21E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81E-7
Epsilon
Fig. 4-4.31: Leibstadt, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-07, 100Hz.
ENSI – Hybrid Model 188 Appendix 1
4.5 Leibstadt, Horizontal Component, Mean M −R− ε
ENSI – Hybrid Model 189 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 4-9.1: Leibstadt, horizontal component, rock, mean magnitude, distance and epsilon asobtained from the deaggregation, 0.5Hz.
ENSI – Hybrid Model 190 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 4-9.2: Leibstadt, horizontal component, rock, mean magnitude, distance and epsilon asobtained from the deaggregation, 1Hz.
ENSI – Hybrid Model 191 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 4-9.3: Leibstadt, horizontal component, rock, mean magnitude, distance and epsilon asobtained from the deaggregation, 5Hz.
ENSI – Hybrid Model 192 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 4-9.4: Leibstadt, horizontal component, rock, mean magnitude, distance and epsilon asobtained from the deaggregation, 10Hz.
ENSI – Hybrid Model 193 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 4-9.5: Leibstadt, horizontal component, rock, mean magnitude, distance and epsilon asobtained from the deaggregation, 100Hz.
ENSI – Hybrid Model 194 Appendix 1
4.10 Leibstadt, Rock Hazard, Vertical Component, Surface
ENSI – Hybrid Model 195 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-10.1: Leibstadt, vertical component, rock, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-10.2: Leibstadt, vertical component, rock, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 196 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-10.3: Leibstadt, vertical component, rock, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-10.4: Leibstadt, vertical component, rock, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 197 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-10.5: Leibstadt, vertical component, rock, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-10.6: Leibstadt, vertical component, rock, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 198 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-10.7: Leibstadt, vertical component, rock, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-10.8: Leibstadt, vertical component, rock, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 199 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-10.9: Leibstadt, vertical component, rock, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-10.10: Leibstadt, vertical component, rock, UHS for an annual probability of exceedanceof 1E-07 and 5% damping.
ENSI – Hybrid Model 200 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-10.11: Leibstadt, vertical component, rock, UHS for an annual probability of exceedanceof 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-10.12: Leibstadt, vertical component, rock, UHS for an annual probability of exceedanceof 1E-05 and 5% damping.
ENSI – Hybrid Model 201 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-10.13: Leibstadt, vertical component, rock, UHS for an annual probability of exceedanceof 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-10.14: Leibstadt, vertical component, rock, UHS for an annual probability of exceedanceof 1E-03 and 5% damping.
ENSI – Hybrid Model 202 Appendix 1
4.11 Leibstadt, Soil Hazard, Vertical Component, Surface
ENSI – Hybrid Model 203 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-11.1: Leibstadt, vertical component, soil, surface, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-11.2: Leibstadt, vertical component, soil, surface, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 204 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-11.3: Leibstadt, vertical component, soil, surface, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-11.4: Leibstadt, vertical component, soil, surface, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 205 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-11.5: Leibstadt, vertical component, soil, surface, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-11.6: Leibstadt, vertical component, soil, surface, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 206 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-11.7: Leibstadt, vertical component, soil, surface, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-11.8: Leibstadt, vertical component, soil, surface, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 207 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-11.9: Leibstadt, vertical component, soil, surface, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-11.10: Leibstadt, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 208 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-11.11: Leibstadt, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-11.12: Leibstadt, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 209 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-11.13: Leibstadt, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-11.14: Leibstadt, vertical component, soil, surface UHS for an annual probability of ex-ceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 210 Appendix 1
4.12 Leibstadt, Soil Hazard, Vertical Component, -10m
ENSI – Hybrid Model 211 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-12.1: Leibstadt, vertical component, soil, -10 m, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-12.2: Leibstadt, vertical component, soil, -10 m, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 212 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-12.3: Leibstadt, vertical component, soil, -10 m, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-12.4: Leibstadt, vertical component, soil, -10 m, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 213 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-12.5: Leibstadt, vertical component, soil, -10 m, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-12.6: Leibstadt, vertical component, soil, -10 m, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 214 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-12.7: Leibstadt, vertical component, soil, -10 m, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-12.8: Leibstadt, vertical component, soil, -10 m, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 215 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 4-12.9: Leibstadt, vertical component, soil, -10 m, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-12.10: Leibstadt, vertical component, soil, -10 m, UHS for an annual probability of ex-ceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 216 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-12.11: Leibstadt, vertical component, soil, -10 m, UHS for an annual probability of ex-ceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-12.12: Leibstadt, vertical component, soil, -10 m, UHS for an annual probability of ex-ceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 217 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-12.13: Leibstadt, vertical component, soil, -10 m, UHS for an annual probability of ex-ceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 4-12.14: Leibstadt, vertical component, soil, -10 m, UHS for an annual probability of ex-ceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 218 Appendix 1
5 MUHLEBERG
5.1 Muehleberg, Rock Hazard, Horizontal Component, Sur-
face
ENSI – Hybrid Model 219 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-1.1: Muhleberg, horizontal component, rock, mean hazard and fractiles, 0.5Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-1.2: Muhleberg, horizontal component, rock, mean hazard and fractiles, 1Hz.
ENSI – Hybrid Model 220 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-1.3: Muhleberg, horizontal component, rock, mean hazard and fractiles, 2.5Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-1.4: Muhleberg, horizontal component, rock, mean hazard and fractiles, 5Hz.
ENSI – Hybrid Model 221 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-1.5: Muhleberg, horizontal component, rock, mean hazard and fractiles, 10Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-1.6: Muhleberg, horizontal component, rock, mean hazard and fractiles, 20Hz.
ENSI – Hybrid Model 222 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-1.7: Muhleberg, horizontal component, rock, mean hazard and fractiles, 33Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-1.8: Muhleberg, horizontal component, rock, mean hazard and fractiles, 50Hz.
ENSI – Hybrid Model 223 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral Acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-1.9: Muhleberg, horizontal component, rock, mean hazard and fractiles, 100Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-1.10: Muhleberg, horizontal component, rock, uniform hazard spectra for an annual prob-ability of exceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 224 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-1.11: Muhleberg, horizontal component, rock, uniform hazard spectra for an annual prob-ability of exceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-1.12: Muhleberg, horizontal component, rock, uniform hazard spectra for an annual prob-ability of exceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 225 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-1.13: Muhleberg, horizontal component, rock, uniform hazard spectra for an annual prob-ability of exceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-1.14: Muhleberg, horizontal component, rock, uniform hazard spectra for an annual prob-ability of exceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 226 Appendix 1
5.2 Muhleberg, Soil Hazard, Horizontal Component, Surface
ENSI – Hybrid Model 227 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-2.1: Muhleberg, horizontal component, soil, surface, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-2.2: Muhleberg, horizontal component, soil, surface, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 228 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-2.3: Muhleberg, horizontal component, soil, surface, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-2.4: Muhleberg, horizontal component, soil, surface, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 229 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-2.5: Muhleberg, horizontal component, soil, surface, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-2.6: Muhleberg, horizontal component, soil, surface, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 230 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-2.7: Muhleberg, horizontal component, soil, surface, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-2.8: Muhleberg, horizontal component, soil, surface, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 231 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-2.9: Muhleberg, horizontal component, soil, surface, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-2.10: Muhleberg, horizontal component, soil, surface, UHS for an annual probability ofexceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 232 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-2.11: Muhleberg, horizontal component, soil, surface, UHS for an annual probability ofexceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-2.12: Muhleberg, horizontal component, soil, surface, UHS for an annual probability ofexceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 233 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-2.13: Muhleberg, horizontal component, soil, surface, UHS for an annual probability ofexceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-2.14: Muhleberg, horizontal component, soil, surface, UHS for an annual probability ofexceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 234 Appendix 1
5.3 Muhleberg, Soil Hazard, Horizontal Component, -7m
ENSI – Hybrid Model 235 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-3.1: Muhleberg, horizontal component, soil, -7 m, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-3.2: Muhleberg, horizontal component, soil, -7 m, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 236 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-3.3: Muhleberg, horizontal component, soil, -7 m, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-3.4: Muhleberg, horizontal component, soil, -7 m, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 237 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-3.5: Muhleberg, horizontal component, soil, -7 m, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-3.6: Muhleberg, horizontal component, soil, -7 m, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 238 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-3.7: Muhleberg, horizontal component, soil, -7 m, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-3.8: Muhleberg, horizontal component, soil, -7 m, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 239 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-3.9: Muhleberg, horizontal component, soil, -7 m, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-3.10: Muhleberg, horizontal component, soil, -7 m, UHS for an annual probability ofexceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 240 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-3.11: Muhleberg, horizontal component, soil, -7 m, UHS for an annual probability ofexceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-3.12: Muhleberg, horizontal component, soil, -7 m, UHS for an annual probability ofexceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 241 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-3.13: Muhleberg, horizontal component, soil, -7 m, UHS for an annual probability ofexceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-3.14: Muhleberg, horizontal component, soil, -7 m, UHS for an annual probability ofexceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 242 Appendix 1
5.4 Muhleberg, Soil Hazard, Horizontal Component, -14m
ENSI – Hybrid Model 243 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-4.1: Muhleberg, horizontal component, soil, -14 m, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-4.2: Muhleberg, horizontal component, soil, -14 m, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 244 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-4.3: Muhleberg, horizontal component, soil, -14 m, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-4.4: Muhleberg, horizontal component, soil, -14 m, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 245 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-4.5: Muhleberg, horizontal component, soil, -14 m, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-4.6: Muhleberg, horizontal component, soil, -14 m, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 246 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-4.7: Muhleberg, horizontal component, soil, -14 m, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-4.8: Muhleberg, horizontal component, soil, -14 m, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 247 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-4.9: Muhleberg, horizontal component, soil, -14 m, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-4.10: Muhleberg, horizontal component, soil, -14 m, UHS for an annual probability ofexceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 248 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-4.11: Muhleberg, horizontal component, soil, -14 m, UHS for an annual probability ofexceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-4.12: Muhleberg, horizontal component, soil, -14 m, UHS for an annual probability ofexceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 249 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-4.13: Muhleberg, horizontal component, soil, -14 m, UHS for an annual probability ofexceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-4.14: Muhleberg, horizontal component, soil, -14 m, UHS for an annual probability ofexceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 250 Appendix 1
5.5 Muhleberg, Rock Hazard Deaggregation, Horizontal
Component, Surface
ENSI – Hybrid Model 251 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
12
34
56
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
1E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.050.06
1E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-2
Epsilon
Fig. 5-5.1: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-02, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
6
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
1.0E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.050.06
1.0E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-2
Epsilon
Fig. 5-5.2: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-02, 10Hz.
ENSI – Hybrid Model 252 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
12
34
56
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.10.20.30.40.50.6
1E-2
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
1E-2
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-2
Epsilon
Fig. 5-5.3: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-02, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.82.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.082.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 5-5.4: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 2.1E-03, 1Hz.
ENSI – Hybrid Model 253 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.62.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.042.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 5-5.5: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 2.1E-03, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.62.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.042.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 5-5.6: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 2.1E-03, 10Hz.
ENSI – Hybrid Model 254 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
10
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.62.1E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.042.1E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
2.1E-3
Epsilon
Fig. 5-5.7: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 2.1E-03, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.061.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 5-5.8: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-03, 1Hz.
ENSI – Hybrid Model 255 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
14
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 5-5.9: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-03, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
14
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.01
0.02
0.03
0.041.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 5-5.10: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-03, 10Hz.
ENSI – Hybrid Model 256 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
24
68
1012
14
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-3
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
1.0E-3
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-3
Epsilon
Fig. 5-5.11: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-03, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.51E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.010.020.030.040.05
1E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 5-5.12: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-04, 0.5Hz.
ENSI – Hybrid Model 257 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
15
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11.0E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.061.0E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-4
Epsilon
Fig. 5-5.13: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-04, 1Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
25
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 5-5.14: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-04, 5Hz.
ENSI – Hybrid Model 258 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
25
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081.0E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-4
Epsilon
Fig. 5-5.15: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-04, 10Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
25
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81E-4
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.02
0.04
0.06
0.081E-4
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1E-4
Epsilon
Fig. 5-5.16: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-04, 100Hz.
ENSI – Hybrid Model 259 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 5-5.17: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-05, 0.5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.20.40.60.8
11.2
1.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 5-5.18: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-05, 1Hz.
ENSI – Hybrid Model 260 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.11.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 5-5.19: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-05, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.10.12
1.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 5-5.20: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-05, 10Hz.
ENSI – Hybrid Model 261 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-5
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.020.040.060.08
0.10.12
1.0E-5
Distance [km]-2 -1 0 1 2 3 4
0
0.1
0.2
0.3
0.41.0E-5
Epsilon
Fig. 5-5.21: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-05, 100Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
50
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 5-5.22: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-06, 0.5Hz.
ENSI – Hybrid Model 262 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.51.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 5-5.23: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-06, 1Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
510
1520
2530
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
00.10.20.30.40.50.6
1.0E-6
Epsilon
Fig. 5-5.24: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-06, 5Hz.
ENSI – Hybrid Model 263 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
00.10.20.30.40.50.6
1.0E-6
Epsilon
Fig. 5-5.25: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-06, 10Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-6
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.151.0E-6
Distance [km]-2 -1 0 1 2 3 4
0
0.10.20.30.40.5
1.0E-6
Epsilon
Fig. 5-5.26: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-06, 100Hz.
ENSI – Hybrid Model 264 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
5060
70
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.51
1.52
2.51E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.15
0.21E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.61E-7
Epsilon
Fig. 5-5.27: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-07, 0.5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
5060
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.5
1
1.5
21.0E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.15
0.21.0E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.61.0E-7
Epsilon
Fig. 5-5.28: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-07, 1Hz.
ENSI – Hybrid Model 265 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.61E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.15
0.21E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81E-7
Epsilon
Fig. 5-5.29: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-07, 5Hz.
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81.0E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.15
0.21.0E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81.0E-7
Epsilon
Fig. 5-5.30: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1.0E-07, 10Hz.
ENSI – Hybrid Model 266 Appendix 1
4.55.0
5.56.0
6.57.0
7.5
Magnitude4.5
5.0
5.5
6.0
6.5
7.0
7.5
Magnitude
020
4060
80100
Distance (km)
020
4060
80100
Distance (km)
1020
3040
% C
ontri
butio
n to
Haz
ard
ε: 2+
ε: 1 to 2
ε: 0 to 1
ε: -1 to 0
ε: -2 to -1
4.5 5 5.5 6 6.5 7 7.5 80
0.2
0.4
0.6
0.81E-7
Magnitude
Prob
abilit
y de
nsity
0 20 40 60 80 1000
0.05
0.1
0.15
0.21E-7
Distance [km]-2 -1 0 1 2 3 4
0
0.2
0.4
0.6
0.81E-7
Epsilon
Fig. 5-5.31: Muhleberg, horizontal component, rock, hazard deaggregation by magnitude, dis-tance and epsilon for annual hazard level 1E-07, 100Hz.
ENSI – Hybrid Model 267 Appendix 1
5.6 Muehleberg, Horizontal Component, Mean M −R− ε
ENSI – Hybrid Model 268 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 5-10.1: Muehleberg, horizontal component, rock, mean magnitude, distance and epsilonas obtained from the deaggregation, 0.5Hz.
ENSI – Hybrid Model 269 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 5-10.2: Muehleberg, horizontal component, rock, mean magnitude, distance and epsilonas obtained from the deaggregation, 1Hz.
ENSI – Hybrid Model 270 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 5-10.3: Muehleberg, horizontal component, rock, mean magnitude, distance and epsilonas obtained from the deaggregation, 5Hz.
ENSI – Hybrid Model 271 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 5-10.4: Muehleberg, horizontal component, rock, mean magnitude, distance and epsilonas obtained from the deaggregation, 10Hz.
ENSI – Hybrid Model 272 Appendix 1
10-710-610-510-410-310-25
5.5
6
6.5
7
7.5
8
Mag
nitu
de
Mean Magnitude
10-710-610-510-410-310-20
20
40
60
80
100
Dis
tanc
e [k
m]
Mean Distance
10-710-610-510-410-310-20
0.5
1
1.5
2
2.5
3
Annual P[Exceedance]
Epsi
lon
Mean Epsilon
Fig. 5-10.5: Muehleberg, horizontal component, rock, mean magnitude, distance and epsilonas obtained from the deaggregation, 100Hz.
ENSI – Hybrid Model 273 Appendix 1
5.11 Muhleberg, Rock Hazard, Vertical Component, Surface
ENSI – Hybrid Model 274 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-11.1: Muhleberg, vertical component, rock, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-11.2: Muhleberg, vertical component, rock, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 275 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-11.3: Muhleberg, vertical component, rock, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-11.4: Muhleberg, vertical component, rock, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 276 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-11.5: Muhleberg, vertical component, rock, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-11.6: Muhleberg, vertical component, rock, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 277 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-11.7: Muhleberg, vertical component, rock, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-11.8: Muhleberg, vertical component, rock, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 278 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-11.9: Muhleberg, vertical component, rock, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-11.10: Muhleberg, vertical component, rock, UHS for an annual probability of exceedanceof 1E-07 and 5% damping.
ENSI – Hybrid Model 279 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-11.11: Muhleberg, vertical component, rock, UHS for an annual probability of exceedanceof 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-11.12: Muhleberg, vertical component, rock, UHS for an annual probability of exceedanceof 1E-05 and 5% damping.
ENSI – Hybrid Model 280 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-11.13: Muhleberg, vertical component, rock, UHS for an annual probability of exceedanceof 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-11.14: Muhleberg, vertical component, rock, UHS for an annual probability of exceedanceof 1E-03 and 5% damping.
ENSI – Hybrid Model 281 Appendix 1
5.12 Muhleberg, Soil Hazard, Vertical Component, Surface
ENSI – Hybrid Model 282 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-12.1: Muhleberg, vertical component, soil, surface, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-12.2: Muhleberg, vertical component, soil, surface, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 283 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-12.3: Muhleberg, vertical component, soil, surface, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-12.4: Muhleberg, vertical component, soil, surface, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 284 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-12.5: Muhleberg, vertical component, soil, surface, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-12.6: Muhleberg, vertical component, soil, surface, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 285 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-12.7: Muhleberg, vertical component, soil, surface, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-12.8: Muhleberg, vertical component, soil, surface, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 286 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-12.9: Muhleberg, vertical component, soil, surface, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-12.10: Muhleberg, vertical component, soil, surface UHS for an annual probability ofexceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 287 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-12.11: Muhleberg, vertical component, soil, surface UHS for an annual probability ofexceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-12.12: Muhleberg, vertical component, soil, surface UHS for an annual probability ofexceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 288 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-12.13: Muhleberg, vertical component, soil, surface UHS for an annual probability ofexceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-12.14: Muhleberg, vertical component, soil, surface UHS for an annual probability ofexceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 289 Appendix 1
5.13 Muhleberg, Soil Hazard, Vertical Component, -7m
ENSI – Hybrid Model 290 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-13.1: Muhleberg, vertical component, soil, -7 m, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-13.2: Muhleberg, vertical component, soil, -7 m, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 291 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-13.3: Muhleberg, vertical component, soil, -7 m, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-13.4: Muhleberg, vertical component, soil, -7 m, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 292 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-13.5: Muhleberg, vertical component, soil, -7 m, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-13.6: Muhleberg, vertical component, soil, -7 m, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 293 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-13.7: Muhleberg, vertical component, soil, -7 m, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-13.8: Muhleberg, vertical component, soil, -7 m, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 294 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-13.9: Muhleberg, vertical component, soil, -7 m, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-13.10: Muhleberg, vertical component, soil, -7 m, UHS for an annual probability of ex-ceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 295 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-13.11: Muhleberg, vertical component, soil, -7 m, UHS for an annual probability of ex-ceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-13.12: Muhleberg, vertical component, soil, -7 m, UHS for an annual probability of ex-ceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 296 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-13.13: Muhleberg, vertical component, soil, -7 m, UHS for an annual probability of ex-ceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-13.14: Muhleberg, vertical component, soil, -7 m, UHS for an annual probability of ex-ceedance of 1E-03 and 5% damping.
ENSI – Hybrid Model 297 Appendix 1
5.14 Muhleberg, Soil Hazard, Vertical Component, -14m
ENSI – Hybrid Model 298 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-14.1: Muhleberg, vertical component, soil, -14 m, mean hazard and fractiles, 0.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-14.2: Muhleberg, vertical component, soil, -14 m, mean hazard and fractiles, 1 Hz.
ENSI – Hybrid Model 299 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-14.3: Muhleberg, vertical component, soil, -14 m, mean hazard and fractiles, 2.5 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-14.4: Muhleberg, vertical component, soil, -14 m, mean hazard and fractiles, 5 Hz.
ENSI – Hybrid Model 300 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-14.5: Muhleberg, vertical component, soil, -14 m, mean hazard and fractiles, 10 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-14.6: Muhleberg, vertical component, soil, -14 m, mean hazard and fractiles, 20 Hz.
ENSI – Hybrid Model 301 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-14.7: Muhleberg, vertical component, soil, -14 m, mean hazard and fractiles, 33 Hz.
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-14.8: Muhleberg, vertical component, soil, -14 m, mean hazard and fractiles, 50 Hz.
ENSI – Hybrid Model 302 Appendix 1
10-1 100 10110-7
10-6
10-5
10-4
10-3
10-2
10-1
Spectral acceleration [g]
Annu
al P
[Exc
eeda
nce]
0.950.84MeanMedian0.160.05
Fig. 5-14.9: Muhleberg, vertical component, soil, -14 m, mean hazard and fractiles, 100 Hz.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-14.10: Muhleberg, vertical component, soil, -14 m, UHS for an annual probability ofexceedance of 1E-07 and 5% damping.
ENSI – Hybrid Model 303 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-14.11: Muhleberg, vertical component, soil, -14 m, UHS for an annual probability ofexceedance of 1E-06 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-14.12: Muhleberg, vertical component, soil, -14 m, UHS for an annual probability ofexceedance of 1E-05 and 5% damping.
ENSI – Hybrid Model 304 Appendix 1
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-14.13: Muhleberg, vertical component, soil, -14 m, UHS for an annual probability ofexceedance of 1E-04 and 5% damping.
100 101 10210-2
10-1
100
101
Frequency [Hz]
Spec
tral a
ccel
erat
ion
[g]
0.950.84MeanMedian0.160.05
Fig. 5-14.14: Muhleberg, vertical component, soil, -14 m, UHS for an annual probability ofexceedance of 1E-03 and 5% damping.
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