ML14317A507
ML14317A507 | |
Person / Time | |
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Site: | Seabrook ![]() |
Issue date: | 10/21/2014 |
From: | NextEra Energy Seabrook |
To: | Office of Nuclear Reactor Regulation |
Shared Package | |
ML14317A463 | List:
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References | |
SBK-L-14179 | |
Download: ML14317A507 (53) | |
Text
Time History Accelogram (0.25g), Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-1
Time History Accelogram (0.25g), Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-2
Time History Accelogram (0.25g), Vertical Component -
SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-3
0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-4
1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-5
Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines - Containment Zone 45B S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.6(B)-6
5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-7
7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-8
10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-9
0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-10
1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-11
2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-12
5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-13
7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-14
10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-15
1% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-16
2% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-17
5% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-18
7% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-19
10% Critical Damping Ground Response Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-20
Containment Shell - Seismic Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-21
Containment Internals - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-22
Primary Auxiliary Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-23
Control/Diesel Generator Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-24
Fuel Storage Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-25
Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 1 of 2
Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 2 of 2
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 1 of 4
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 2 of 4
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 3 of 4
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping
[4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 4 of 4
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 1 of 8
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 2 of 8
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 3 of 8
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 4 of 8
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 5 of 8
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 6 of 8
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 7 of 8
Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 8 of 8
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 1 of 4
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 2 of 4
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 3 of 4
Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 4 of 4
Typical Ceiling-to-Floor S upported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-30
Mathematical Model of Typi cal Ceiling-to-Floor Supported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-31
Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-32
Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203)
S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-33
Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-34
Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-35
Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-36
Typical Pipe Support Systems S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-37
Alternative to Regulatory Guide 1.61 Damping Values S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-38
Multi-Degree of Freedom System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(N)-1