ML17212A072
ML17212A072 | |
Person / Time | |
---|---|
Site: | Millstone ![]() |
Issue date: | 06/29/2017 |
From: | Dominion Nuclear Connecticut |
To: | Office of Nuclear Reactor Regulation |
Shared Package | |
ML17212A038 | List:
|
References | |
17-208 | |
Download: ML17212A072 (114) | |
Text
z 200 L-
...I..-
...I..-_---J._....,I"",I",__--..r (f) lJJ
- r:
u Z
150 100 50 o
5 10 P : 75 psi 15 INCH ES 20 25 FIG UR E 3A.1. 2-1 ONE HUNDRED-ELEMENT IDEALIZATION OF THIN-WALL CYLINDER MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT L..-
..J
z r
1.0 0.5
~
I 6
II 16 21 CD
2 7
12 17 22
3 8
13 18 23 0
0
@)
4 9
14 19 24 8)
5 1O 15 20 25 o
o 1.0 0.5 FIGURE 3A 1.4-1 ELEMENT PLOT MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
25 2.0 1.5 1.0 IJJI 0
= e, 0.5
~
16 ELEMENT SOLUTION
-LOVE V = 0.25 Pr = Po (cos 8 + cos 28)
T re = Po sinS o
0.2 0.4 r
a 0.6 0.8 1.0 FIGURE 3A 1.4-2 HARMONIC AXISYMMETRIC PLAIN STRAIN MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
z COOLANT 1 RADIAL AND AXIAL GRID LINES EQUALLY SPACED AT 1-INCH INTERVALS R
t2.0
.~
COOLANT
- 3 v
r~
0u I
I N
~r ou 24.0 0.0
/0.0 GEOMETRIC CENTER I
OF CYLINDER I
I
~
FIGURE 3A.1. 5-1 TAC 2D SAMPLE PROBLEM THERMAL MODEL MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
1.6
- 1. 4 1.2 1.0 0.8 0.6 0.4 0.2 a
900 10 0 800 700 I
I u,
I 0
I W
I a::
600 I
- )
r =0 *5 INCH i
~
Z =0.5 INCH I
~
a::w 500 1-a.
i
- E j
lJJ 400 j
LEGEND :
300 SER IES SOLUTION 0
TAC 20 RESULTS 200 TIME-HOURS FIG U RE 3A I.5 - 2 TRANSIENT TEMPERATURES IN A RIGHT CIRCULAR CYLINOER COMPARISON OF TAe 20 RESULTS WITH SERIES SOLUTION MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
...,....,~~,....,.-,....,.-.,-,- -
EL.
00 EL.
60.0 6
2 EL.
48 *0 3
EL.
36.0
~
4 EL.
24.0
~
Y EL
- 12.0
~---x z
C==>' MASS NUMBERS 6.: MEMBER NUMBERS FIGURE 3A.1.6-1 STRUCTURAL MODEL MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
J STRUCTURAL LUMPED MASS MODEL EL. 0.0 FT EL. 1150 FT.
II
£1-,
\\
NOTE :
NOT TO SCALE FIGURE 3A.1.7-1 FINITE ELEMENT GRID FOR PLAXLY - FLUSH COMPARISON MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
~
0.10 0.20 t----fMi~_+----_+_----~----I__---__+----__j 1.00 090 0.80 0.70 C'
Z 0.60 0
~<t 0.50 0:::
W
.....J I
w uu I
<t i
I I
I\\.
i 0'----~_
__L___'____
___J____1.__
__.L..__.1...._.._......1.__
__..L__...L.__
__J o
0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 PERIOD-SECONDS LEGEND PLAXLY RESULTS x x x FLUSH RESULTS FIGURE 3A.1. 7-2 HORIZONTAL AMPLIFIED RESPONSE SPECTRA AT TOP MASS IN BEAM STRUCTURE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
/
EFFECT IVE LTM AREA :-2,400 sa FT W: 18 FT, H: 133FT
( 150, 18) 15 0 1
X
....--O-----------------~~...J
( 150,0) z.
TURBINE LTM
- TARGET, 2,400 SO FT
~
~ -.-::-:....----
.--..-.---'--.. 8
~-URBINE AXIS NOTE BUSH 1973 FIGURE 3A.2.3-1 TARGET FOR LOW TRAJECTORY MISSILE MILLSTONE NUCLEAR POWER STATION UNIT 3
FINAL SAFETY ANALYSIS REPORT
~J
_.~-----------------
0189" t /06526"
~07558" y
To 0564" z
x FIGURE 3A.3-1 MATHEMATICAL MODEL FOR FLEXIBILITY ANALYSIS VERIFICATION MILLSTONE NUCLEAR POWER STATION UN IT 3 FINAL SAFETY ANALYSIS REPORT 1...-
._-- - ~.
FIGURE 3A.3-2 NUPIPE PROGRAM FORCE TIME HISTORY VERIFICATION MILLSTONE NUCLEAR POWER STATION UNIT 3 FI NAL SAFETY ANALYS I S REPORT
"PcttA IIN(j CUNOI I IUNS THERMAL ANCHOR MOVEMENT PRESSURE TEMPERATURf OPER FOR OPERATING MODES.
PIPE MODE (PS I)
Of
\\ ANO i 6"
SEISM IC AN CHOR 200 400 Y
00" MOVEMENT SAME I
4" IRECTIONS 1y.."
II
,,~,. AORBOTH 0 Ela,Ta -abTb/ AT 15 :440 PSI 6"
200 700 0 14 '"
0 141 2
4" 0
70 I ~*
200 700 a 6. T, : 00002 a 6. Tz : 0.0004 'H/ FT 6"
700 70 z
x 3
4 "
700 70 I ~.."
700 70 VALVE WEIGHT 60~
/500# FORCE 8
1V4" STANDARD SMLS.
SOCKET WELDED 6" STANDARD, SMLS FIGUR E 3 f\\. 3 ~ 3 MATHEMATICAL MODEL FOR 4" STANDARD LONG I CLASS I STRESS VERIFICATION WELD, FLUSH MILLSTONE NUCLEAR POWER SlAT ION ELASTO JOINT UNIT 3 FINAL SAFETY ANALYSIS REPORT
\\,
2 1. 5 "
12,000 LB DISCHARGE THRUST FORCE
--+
8.75" 0.0 x6"1. D.NOZZLE 1~* PAD (REINFORCED CONDITION) 34.125" 0.0 x I Y16" THICK RUN PIPE NOTE VALVE WEIGHT: 660 LBS CG: Ysx78:.26 VALVE LENGTH: 78",
VALVE OPENING TIME: 0 O!S SECOND (ASSUME)
NOZZLE LENGTH :6" NOZZLE 0.0. : 8 7 5" 10 :6.0 "
VALVE SET PRESSURE : 850 PSi FIGURE 3A.3-4 TEST PROBLEM-SAVAL MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
Ai Ae L
GAS I
I P,
Po
~
L
- 1 CLOSED OPEN END END CASE (A)
FOR COMPARISON WITH ANALYTICAL RESULTS.
INITIAL CONDITIONS =
P,/Po =4.72.
0 0/ 0, =0.60 DIMENSIONS =
AeiAI =0.6, L = PIPE LENGTH SPECIFIC HEAT RATIO =
r =Cp/Cv =1.4 P =PRESSURE, a = SOUND VELOCITY, A =FLOW AREA FIGURE 3A.3 - 5 SUDDEN DISCHARGE OF A GAS FROM A PIPE LINE THROUGH A NOZZLE MILLSTONE NUCLEAR POWER STATION UNIT 3
FINAL SAFETY ANALYSIS REPORT
Ai Ae =0.25Aj
/
GAS I
I
..-----------5FT-----------,
OPEN END CASE (B) FOR COMPARISON WITH EXPERIMENTAL DATA AND HAND CALCULATION.
PRESSURE = Po =14.7 psia, PI = 14.710.229 = 64.2 psia AREA = Ai = : (0.25)2 = 0.0491 't 2, Ae = 0.25Aj =
0.0123ft 2 GAS CONSTANT = R = 53.35 ft - Ibf IlboR TEMPERATURE = To =79 0 F =539 0 R, T. = To DENSITY = P, = ~ =O.07361b/ft 3 P = -!L. =0.3215 Ib/ft 3 o
RTo I
RT 1 I
FIGURE 3A.3-6 SUDDEN DISCHARGE OF A GAS FROM A PIPE LI N E THROUGH A NOZZLE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
. -------_._-_.__..._-_._------~
~.OO r----,...--".,_-........------------------------------,
4.00 0
Q.
Q.
0 Z
W 0
3.00 w
(J) 0
..J U
r-et 2.00 w
0::
~w 0::
a..
1.00 8.00 7.00 6.00 3.00 4.00 5.00 TIME (o,f/L) 2.00 1.00 0.00 L
..L
--L
---L
---.l_
-'-_L-
..l-
-l..-
--.l 0.00 (CASE A )
ST EHAM ANALYTICAL SOLUTION ( re f 12 £. 13 )
FIGURE 3A.3-7 COMPARISON OF PRESSURE RESPONSE AT THE CLOSED END MILLSTONE NUCLEAR POWER STATION UNI T 3 FINAL SAFETY ANALYSIS REPORT L
- \\oor-------------------------------_--,
3.20 0.0
- 0.
0 Z
W Z w a..
2.40 0
r
~-
w a::
(f)
(f) 1.60 w
0:
a..
080 L-----...1.--------!-----~------J-----::_L_:----~_::_::_---~::":_:__---_:_'
000 1.00 2.00 3.00 5.00 600 7.00 8.00 (CASE A)
FIGURE 3A.3 - 8 STEHAM COMPARISON OF PRESSURE RESPONSE ANALYTICAL Sa...UTION AT THE OPEN END (REF 12 & 13)
MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
--~._--------------_
..._-_._.~--------------------
I
_ \\ \\
100
- a.
- a.
0 Z
W O~
0 w U>
0 -J
<..)
~
w a::
0.60
- J U>
U>
W a::
0 040 020 L
-L
.-L
~:__---~;:;_---__;~-----:r:.
0.00 1.00 200 3.00 4.00 5.00 6.00 700 TIME (0\\ r/L)
FIGURE 3A.3-9 COMPARI SON OF PRESSURE RESPONSES BY (CASE B)
STEHAM e, EXPERIMENT STEHAM MILLSTONE NUCLEAR POWER STATION ANALYTICAL SOLUTION UN IT 3 (REF 12 £, 13)
FINAL SAFETY ANALYSIS REPORT
.J
626.64 1
o o
1,500'-18" ° f =0.02 Q =7.'iI:jcfs ---.
v=3,750 ft /sec o
2,200'- 30"0, f =0.04 2 000' - 36"0 f =0.024 Q = 17.96 cts --..
r;";\\
Q = 30cfs -...
v = 3,140 ft/sec
~
v = 3,300 ft /Iec FIGURE 3A.3-IO HYDRAULIC NETWORK FOR VERIFICATION PROBLEM MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
LEGEND 0
PIPE NUMBER PIPE JUNCTION 5*
NODE NUMBER
---{X]
VALVE o
2 3
4 CD 5
2 t--:
3 0
- l 4
0 CD 5
7 3
4 5
6 7
8 6 2
3 4
5 6
I Q
FIGURE 3A.3-11 HYDRAULIC NETWORK FOR WATHAM VERIFICATION MILLSTONE NUCLEAR POWER STATION UNIT 3
FINAL SAFETY ANALYSIS REPORT
~ _
0
\\~~r'-""""'-----""""--------------------------------'
18 17 16 15 14 13 12
\\1 B
9 10 TIME (SECONDS) 4
- 3 2
20QL.-_..J-_-.L__.J..-_--L.__.L--_-.l..-_--I__J-_----L__.L-_-.l..-_----lL.-_....I.-_---L__.L-_--J...__1..-_-J o
LEGEND
-'-' WATHAM
--- STREETER (REf. 48J
WHAM (REF. 491 FIGURE 3A.3-12 HEAD-VERSUS-TIME PLOT FOR JUNCTION J MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
--_..-. ~..-_.*. """'-~'.~.-~.....-----_._.,.-
--'._.._~_..
'.._~..~-----_
19 18 17 16
~f\\
I ~
I I I
I I
I I \\
I I~
14 FIGURE 3A.3-13 HEAD-VERSUS-TI ME PLOT AT VALV E MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT 13 12 I
I I,
,I (14' j.
I '\\' \\','
\\
/!
I J VV
,,R I
,!\\ I
'1111
~
8 9
' 0 11 TIME (SECONDS)
I I
I 'I'If
~
I \\\\
\\.
- \\
I *
\\\\
I.
I, I
III WI II I
lu :
~V\\r 6
f L,I
- III,
~
n 2
W...TH.....
STREE TER (REF 481 WH.....
(REf HI 400 200 1000 12 0 0 LEGEND
~----------------~
36
-z x
fliF ES:
= ~NOTES MASS POINTS
~-
= noo FT.
-~
= START ANGLE=45"
, J
= 'K.. COORDINATE OF ORIGIN OF ARC = 0.0 FT.
~ ::
= 7L COORDINATE OF ORIGIN OF ARC = 0.0 FT.
= fA.O IN.
= IlNCLUDE ANGLE BE TWEEN NODES = 6.923*
Hr;'_E = rHO. OF INCLUDED ANGLES I N ARC = 26 FIGURE 3A.3.14 DESIGN INPUT TO A PROBLEM MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT NOVEMBER 198 7
80.00 N
0......
60.00 Lf) en
-.J w
U 0::::
40.00 0
LL 20.00 YMAX = 9826.92 AT TIME 0.012 YMIN = 0.00 AT TIME 0.000 0.00 0.00 0.04 0.08 0.12 0.16 0.20 0.24 0.28 0.32 0.36 FIGURE 3A3.15 PIPE 1 SEGMENT 1
FORCE-TIME HISTORY MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT NOVEMBER 1987
IS"
............+-------8.5"--
4"-----++--- 4" ----1 BUFFER MATERIAL
. __.__ ~~__ ---1.
~~__+__
/
1.66" OIDIA.
1.526" OIDIA.
1.66" OIDIA.
I 1.38" I/DIA NOTES NOT DRAWN TO SCALE.
PIPE MATERIAL: A 106 STEEL.
FIGURE 3A.2.1I-1 CANTILEVER PIPE USED IN MIT EXPERIMENT MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
100.0 90.0 80.0 70.0 60.0 50.0
~O.O 30.0
- 20. 0 0
Z 10.0 0w 9.0 w
8.0 if) 7.0 If) 6.0 w
5.0 rw Z
~.O 3.0
'>-- 2.0 w
0
...J W
- 1. 0 0.9 O.B O. 7 0.6 0.5 o.~
0. 3 0.2 0.1 FREQUENCY (CPSI FIGURE 3.78-1 HORIZONTAL DESIGN RESPONSE SPECTRA 0.17 G SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
100.0 90.0 80.0 70.0 60.0 50.0
~O.O 30.0 20.0 a z 10.0 0
9.0 u
u.J 6.0 If) 7.0 If) 6.0 u.J 5.0 I
U Z
~.O 3.0
- . 0 u
0
..J u.J 1.0 0.9 o.e 0.7 0.6 0.5 o.~
0.3 O.~
0.1 FREQUENCY (CPS)
FIGURE 3.78-2 HORIZONTAL DESIGN RESPONSE SPECTRA 0.09 G OBE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
1"11111111"111111 11 111111111111 11 I I I I I I 1 1 I I
11111111111""1" 11111111 111 111111 11I I I I 1 I I I
1111111111111"1"11111111 i11111 11 111I I I I I I I I
10.00 5.004.00 3.00 2.00 1.00 0.500. 40 0.30 0.20 0.\\0 0.05 0.04 0.0 3 0.02 0.0 \\
10 0. 0 r--~~~~....."....-rr--"'~"""""'""","""T""">,........,...-r-~--'~"";-'~--"'r-""'::>r"<~~,...,.....""""",""r-r---"':---"T7",,=,,,,,"7""""Ir-1~~~7"'<"1~"""7I""-r-1 90.0 80.0 70.0 60.0 SO. 0 40.0 30.0 20.0 100. 0 90.0 BO. 0 70. 0 60.0 50.0 40.0 30. 0 20.0
- 10. 0
- 10. 0 9.0 9.0 B.0 B. 0 7.0
- 7. 0 6.0 6.0
- 5. 0 5.0 400 3.0
- 3. 0 2.0
- 2. 0 u
W U')
Z 1.0 1. 0 0.9 0.9
~
- o. B
- o. B I-0.7 0.7 u
0.6 0.6 0
..J 0.5 w
0.5 0.4
- 0. 4 0.3 0. 3 0*2 0.2 0.10 0.\\
0.0 9 0.09 o.OB
- o. OB 0.0 7 0.07 0. 06 0. 06
- 0. 05 0.05 0.04
- 0. 0 4 0.03 o.O J 0.02 C. 0 2 0.0 1 0.\\
MI LLS 3
\\. 0 ERRT HQURKE FREQUENCY (CPS )
10. 0 FIGURE 3.78-3 HORIZONTAL TIME HISTORY RESPONSE SPECTRA 0.5 PERCENT DAMPING VALUE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
11111111111111111111111111""1111111111 II I 1 1 1111111111111111"1111111111111111111111 II 1 1 I 1111111111111111111111111111111111111111 II I I I 10.00 5.004.00 l.OO 2.00 1.00 0.500.40 0.30 0.20 O*tO 0.05 0.04 0.03 0.02 0.01 100.0 PERIOD (SECS) 100.0 90*0 90.0 80.0 80.0
~IO.0 70.0 60.0 60.0 50.0 50.0
~o.0 40*0 30*0 30*0 20.0 20.0
\\0.0 10*0 9*0 9.0 8.0 8.0 7.0 7.0 6.0 6.0 5.0 5.0
- .0
'-Jl**
3.0 3*0 2.0 2.0 u
w
(/)
Z 1*0 1.0 0.9 0.9 0.8 0.8 e
0.7 0.7 U
0*6 0.6 0
W 0.5 0.5 0*'
0.'
0.3 0.3 0.2 0.2 0.10 0.1 0.09 0.09 0.08 0,08 0.01 0.07 0.06 0.06 0.05 0.05 0.04 0.0-4 0.03 0*03 0.02 0.02 0.01 0.01 0.1 1.0 to.0 100.0 MILLS 3 ERRTHQURKE FREQUENCY (CPSI FIGURE 3.78-4 HORIZONTAL TIME HISTORY RESPONSE SPECTRA 1.0 PERCENT DAMPI NG VALUE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
1111111111111111""11 11 1111111111 111 11 1 I I I 1 1
111"1"11 111111111111111 11 1111111111 11 1I I I I I
111111111111111111 1111111 1"111 11 11111 11 I' I,
, I 10.0 0 5.00 * *00 3.00 2.00
- 1. 00 0.500.'0 0.'0 0.20 0.1 0 0.050.0' 0.0' 0.02 0.0 1 100. 0 r---.---~~~~-rx-"""""'~~~""""T-r-...---r->..."r.""""':"""':-''--.:::>r~~'CO""-;.r-'''--:--T7"-.:::>r7""""':~r:--,=""",,,:-v.....,.....:-r-,........-r...,
90*0 80.0 70.0 60.0 50. 0 40.0 30.0 20.0
\\00.0 90.0 80.0 70.0 60.0 50. 0 40.0 30. 0 20. 0 10.0 10. 0 9.0 9.0
- e. 0 8.0 7.0 7.0 6.0 6.0 5.0 5.0 4.0 4.0 3.0 3.0
- 2. 0 2.0 uw (j)
Z
\\.0 1.0 0.9 0.9
)0-0 *8 0.8 f-0.7 0.7 U
0.6 0.6 0
--J W
o.S 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0. 10 0 01 0*09 0.09 0.08 0.06 0. 0 7 0.07 0.0 6 0.06 o.OS a.OS 0.0.
0.04 0.03 0.03 0.02 0.02 0.0 \\
0. \\
1. 0 10.0 MILLS 3 -
ERRTHQURKE FREQUENCY
( CPS 1 FIGURE 3.78-5 HORIZONTAL TIME HISTORY RESPONSE SPECTRA 2.0 PERCENT DAMPING VALUE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
11lI11"111 1I11" 1I11 11 11 11 111111111 I I I 1 I I I I
111111111111111111111 11111 "11 1111II ' 1 1 I 1 1 I I
I 111111111111111111111 11 111 111 '1" 11 II 1 I 1I 1 1 I I
I
\\0.00 5.00
- *00
'.00 2.00
\\.00 0.500.
- 0 O.SO 0.20 0.10 0.050.0.
0.0' 0.02 0.0\\
40.0 20.0 30.0
\\ 0.0
\\. 0 0.\\
0.10 0*1 0.09 0.09 0.08 0.08 0.07 0.07 0.06 0.06
- 0. 05 0.05 0.04 0.0.
0.03 0.03 0.02 0.02 20.0 0.01 40.0 30.0 100.a
,....-.~~~~v-."..---..::or~C"""'I::"1r"<""""T-,.,.-"T'""T'-O:--"'T"?.:....:;..;,;....:.,:;.::,r-:~~,.....,.........,...,.,......l'""T""---O::--T'7""OI'"""~.--.,.,~.,.......,--..,.."'t"T'<-r-,.,...-r...,
100.0 90.0 90.0 80.0 80.0 70.0 70.0 50.0 50.0 50.0 50.0 10.0
\\0.0 9.0 9.0 B.0 8.0 7.0 7. 0 5.0 5.0 5.0 5.0 4.0 4.0 3.0 3.0 2.0 2. 0 u
W (J) z 1.0 1.0 0.9 0.9 0.8 0.8 I-0.7 0.7 u
0.5 0.6 0
.-J 0.5 W
0.5 0.4 0.4 0.3 0.3 0.2 0.2 MI LL S 3 ERR THQURKE FREQUENCY ( CPS)
FIGURE 3.78-6 HORIZONTAL TIME HISTORY RESPONSE SPECTRA 5.0 PERCENT DAMPING VALUE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
1111111111111111"1111111111111111111111 II 1 1 1 1111111111111"1"111"1111111[111111111 II 1 1 1 1111111111111111"1111111111111"1111111 II 1 1 1 to.00 5.00.4.00 3.00 2.00 1.00 0.500.40 0.30 0.20 0.\\0 0.05 0.04 0*03 0.02 0.0\\
PERIOD (SEeS) 100.0 90.0 100.0 f-90.0
~~H:;ZR"";;:S;JS;ZP~~~+=l+=Yh~;2~~~~~~4:q~:s;~;;:sg3;;tS~H~~¥H~
80.0 80.0 70.0 70.0 60.0 60.0 50.0 50.0
'0.0
'0*0 30.0 30*0 20.0 20.0 10.0 10.0 9.0 9.0 8.0 8.0 7.0 7.0 6.0 6.0 5.0 5.0
- . 0 "0
3.0 3.0 2.0 u w (J)
Z 1.0 1.0 0.9 0.9 0*8 0.8 0
0.7 0.7 u
0*6 0*6 0
W 0.5 0*5 o.*
0.'
0.3 0.3 0.2 0.2 0-10 0.1 0*09 0.09 0.08 o.ce 0*01 0.07 0.06 0.06 0*05 0.05 0*04 0.0.4 0.03 0.03 0*02 0.02 0*01 1 *0 10.0 MILLS 3 ERRTHQURKE FREQUENCY (CPS) 1.0
'E_CHIT HU[NT FIGURE 3.78-7 HORIZONTAL TIME HISTORY RESPONSE SPECTRA 7.0 PERCENT DAMPING VALUE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
1111111111111111111111111111111111111111 II 1 1 1 1111111111111111111111111111111111111111 II 1 I I 11111111111111111111111"1"11111111111111 I I I to.OO 5.00,LDO
'.00 2.00 1.00 0.&00.'0 0.'0 0.20 0.10 0.060.04 0*01 0.02 u.tn PERIOD (SECS)
\\00.0 90.0 80.0 70.0 60*0 50.0
~o.0 40*0 30.0 30.0 20.0 20*0 10.0 10.0 9.0 9.0 8.0 8.0 7.0 7.0 6.0 6.0 5.0 5.0
,.0
,.0 3.0 3.0 2.0 toll*
- u w
If)
Z
\\.0
\\.0 0.9 0.9 0.8 0.8 0.7 0.7 U
0 0.6 0.6
-J W
0.5 0.5 O.,
0.'
0.3 0*3 0.2 0.2 0.\\ 0 0.1 0*09 0.09 0*08 0.08 0.07 0.07 0.05 0.06 0*05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.\\
\\.0 10.0 100.0 MILLS 3 ERRTHQURKE FREQUENCY (CPS)
FIGURE 3.78-8 HORIZONTAL TIME HISTORY RESPONSE SPECTRA 10 PERCENT DAMPING VALUE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
CONTAINMENT SHELL 0'-0" INTERNAL STRUCTURE
-9 I
-0)
N (N-S)
~--*XG M(6
-\\.0 I
-0)
N Mg 9
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-N N
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orr>
N Me 8
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N M7
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-\\.0 N
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I
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I
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12 M(
10 M2 2
=0 I
-\\.0-EL. (-) 27'-3" KH x FIGURE 3.78-9 DYNAMIC MODEL OF THE CONTAINMENT STRUCTURE KH, Kv, KR
- KT =
HORIZONTAL, VERTICAL, ROCKING TORSIONAL SUBGRADE SPRINGS AND MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
EL. 85.33' --
EL.40.0' EL.23.5'
-N-S
~------"'XG EL.9.0'
- ROCK SPRINGS
-SIX DEGREES-OF-FREEDOM; 2 HORIZONTAL, VERTICAL, 2 ROCKING, TORSIONAL FIGURE 3.78-10 DYNAMIC MODEL OF THE MAIN STEAM VALVE BUILDING MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
EL. 66'-0" Ya EL.51'-0" (N-S)
XG PLANT ZG ELEVATION RIGID, MASSLESS EL. 24'-0" x
49 55 LAYER I Z
36 41 EL. 15'-0" 2
44 SO 56 LAYER 2 2
37 42 EL. 10'-0" 3
51 57 LAYER 3 3
8 13 18 23 28 33 38 43 EL. 0'-0" 4
10 16 22 28 34 40 46 52 58 LAYER 4 4
9 14 19 24 29 34 39 44 EL. (- )10'- 0" EL.(-)14'-0" LAYER 5 I. 9.0'.1.
12.0'
.~ 10.0'.1. 10.0' ~.
10.0'..I. 10.0'.~
12.0'
.~ 9.0'
~. 10.0'
~
FIGURE 3.7B-~ I DYNAMIC MODEL OF NOTE: o -INDICATES NODE OF STRUCTURE THE EMERGENCY GENERATOR ENCLOSURE N-S VIEW MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
EL.66'-0"
Ya 1
'1 4 0'1
'I
- 7.0 ** ' ** 7.0
- 11.0'
.tll
.1.
10.0'.14 10.0'.1.
9.0'.1.
9.0'.1.
10.0'.1.
11.0' 1
11.0' 11.0' (E-W)
ZG
~
XG RIGID, MASSLESS 74 52 VAULT AREA 8
12 16 20 24 28 32 10 16 21 26 31 36 41 9
13 J7 21 25 29 33 38 37 30 4Z 47 ROCK 10 14 18 22 26 34 39 38 43 48 x
3 4
2 EL. 24'-0" -----_-~~___r~~__.:_...,
LAYER NO. I EL. 15'-0" Z
Z EL.IO'-O" LAYER NO.2 3
LAYER NO.3 EL. 0'-0" 4
LAYER NO.4 EL.(-)Id*d' "LAYER NO.5 EL.{-)J4-0 PLANT ELEVATION NOTEo -INDICATES NODE OF STRUCTURE FIGURE 3.78 -12 DYNAM IC MODEL OF THE EMERGENCY GENERATOR ENCLOSURE E-W VIEW MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
2.50 ~---------------------------------------...,
2.00 C)
Z 0
~
0::
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u u
<t 1.50 1.00
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1.50 0.05 0.10 0.25 0.30 0.35 PERIOD (SECONDS)
LEGEND
--- 0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-13 REACTOR CONTAINMENT MAT EL. -37 1-3" AMPLIFIED RESPONSE SPECTRA N-S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
2.00 2.50....-------------------------------------------,
6 1.50
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0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.60 PERIOD (SECONDS)
LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING FIGURE 3.78-14 NOTE REACTOR CONTAINMENT FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN MAT El. -37'-3 11
+ OR -
15% OF RESONANCE PERIOD, USE PEAK VALUES AMPLIFIED RESPONSE SPECTRA E - W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
125....-----------------------------------------,
1.00 6 0.75
~a:w
~ 0.50 uu
<t 0.25 I'--------...
~~-------
0.25 0.30 0.35 PERIOD (SECONDS) 0.20 0.15 0.10 0.05 0.00 L---L---.1---...L----L----.JL-----l----.l.---.l----L-----L:-------:-~--=_"O 60 MO LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR -
15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-15 REACTOR CONTAINMENT MAT EL. -37'-3" AMPLIFIED RESPONSE SPECTRA VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
5.00.------------------------------------------,
4.00 zo 3.00 I
<t a:
LaJ
..J LaJ
~\\.,...-
2.00 u
u
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...l-__
l____....l.______'_
~
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.60 PERIOD (SECONDS)
LEGEND
0.005 OSCILLATOR DAMPING
0.0\\0 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR -
15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.7B-16 REACTOR CONTAINMENT STEAM GENERATORS SUPPORT SLAB EL.3 1-0" AMPLIFIED RESPONSE SPECTRA N-S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
6.00~-----------------------------------------.
5.00 n
~ 4.00
'11\\
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Z o
1
~ 3.00 0::
LLI I
I W
I
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.........../
0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 PERIOD (SECONDS)
LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78 -17 REACTOR CONTAINMENT STEAM GENERATORS SUPPORT SLAB EL.3'-O" AMPLIFIED RESPONSE SPECTRA E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
5.00.-------------------------------------------,
0.55 0.50 0.45 0!40 0.25 0.30 0.35 PERIOD (SECONDS) 0.20 0.15 0.10 0.05 0.00 L.--__....L.__-l..__-..L
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000 Q~
4.00
(!)
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!i 0::
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-.J 2.00 W
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<t 1.00 LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR -15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-18 REACTOR CONTAINMENT STEAM GENERATORS SUPPORT SLAB EL. 3'-a" AMPLIFIED RESPONSE SPECTRA VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
6.00 5.00
(; 4.00 z
Q
~
3.00 0::
W-J W
UUe:t 2.00 1.00 I
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0.60 0.55 0.40 0.25 0.30 0.35 PERIOD (SECONDS) 0.00 ~----::~--~:---~---.L---..L--_-L..
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0.00 LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78 -19 REACTOR CONTAINMENT TOP OF PRIMARY SHIELD WALL EL. 24'-6*
AMPLIFIED RESPONSE SPECTRA N-S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
10.00....------------------------------------------,
8.00 0.60
--........ '=====::=:-:====:==~:'='I-
-~------------------
0.25 0.30 0.35 PERIOD (SECONDS) 0.20 0.15 0.10 0.05 2.00 0.00 l...-__-L.__---L
~_____l...
L.____1____.l.
..L____L.._:__-__:_L:_:_-__:=_=_=:__-"'":"'
0.00 (9
Z 6.00 0
!;t a::w
-J 4.00 w
(J (J
<t LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR -
15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-20 REACTOR CONTAINMENT TOP OF PRIMARY SHIELD WALL EL. 24 1-6" AMPLIFIED RESPONSE SPECTRA E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
5.00,.--------------------------------------------.,
4.00 0.60 0.55 0.50 0.45 0.40 0.25 0.30 0.35 PERIOD (SECONDS) 0.20 0.15 0.10 0.05 1.00 0.00 L--__...l..-__-l....__---..I.
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...1--__-.L-__--'"
l-_----'
0.00
~
3.00 l
e:(
a::wd 2.00 uu e:(
LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR -
15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78 -21 REACTOR CONTAINTAINMENT TOP OF PRIMARY SHIELD WALL EL.24'-6 11 AMPLIFIED RESPONSE SPECTRA VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3
FINAL SAFETY ANALYSIS REPORT
10.00 ~---------------------------------------......,
0.60 0.55 0.50 0.40 0.25 0.30 0.35 PERI00 {SECONDS}
"'I
\\"....,..........................,
0.20 0.15 0.10 0.05 0.000.00 8.00
(!)
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}-
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UU
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0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-22 REACTOR CONTAINMENT OPERATING FLOOR EL. 50'.10 11 AMPLIFIED RESPONSE SPECTRA N-S EXCITATION S,SE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
12.00,----------------------------------------.
10.00 0.55 0.50 0.45 0.40 0.25 0.30 0.35 PERIOD (SECONDS)
- I I','
V\\
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UU<l 4.00 LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING
, NOTE FOR EOUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR-15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-23 REACTOR CONTAINMENT OPERATING 'FLOOR EL. 50 1-10" AMPLIFIED RESPONSE SPECTRA E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
5.00 r-----------------------------------------,
0.55 0.50 0.45 0.40 0.25 0.30 0.35 PERIOD (SECONDS) 0.20 0.15 0.10
- IIIII, It
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3.00 0
I-
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1.00 LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR -15 % OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.7B-24 REACTOR CONTAINMENT OPERATING FLOOR EL.50'-10" AMPLIFIED RESPONSE SPECTRA VERTICAL EXCITATION MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
20.00r-----------------------------------------,
0.50 0.45 0.40 0.25 0.30 0.35 PERIOD (SECONDS) 0.20 0.15 0.10 0.05 0.00 L-__-L..__-L__---l
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L-__..L-__--1-__----I.
.L.-_----J 0.00 0.60 16.00
(!)
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ILl
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<t 4.00 LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR -15 % OF RESONANCE PERIODI USE PEAK VALUES FIGURE 3.78-25 REACTOR CONTAINMENT TOP OF CRANE WALL EL 109 1
- III AMPLIFIED RESPONSE SPECTRA N-S EXCITATION SSE MILLSTONE NUCLEAR 'POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
24.00,----------------------------------------...
20.00 c:; 16.00 z
Qti 12.00 a:::w
....J UJ Uu<t 8.00 4.00 LEGEND 0.05 0.10 0.15 025 0.30 0.35 PERIOD (SECONDS) 0.50 0.55 0.60
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE.3.78-26 REACTOR CONTAINMENT TOP OF CRANE WALL EL.l09'-I" AMPLIFIED RESPONSE SPECTRA E-W EXCITATION SSE MILLSTONE NUCLEAR' POWER STATION UNIT :3 FINAL SAFETY ANALYSIS REPORT
10.00.------------------------------------------,
8.00 0.60 0.55 0.50 0.45 0.40 0.25 0.30 0.35 PERIOD (SECONDS)
~------
0.20 0.15 0.10 0.05 2.00 0.00 1-..__--L-__--L__--l
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.L-_----'
0.00
(!)
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~a::
lLJ
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U U
~
LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-27 REACTOR CONTAINMENT TOP OF CRANE WALL EL.I09'-1 11 AMPLIFIED RESPONSE SPECTRA VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
20.00 r-------------------------------------------,
0.60 0.55 0.50 0.45 0.25 0.30 0.35 PERIOD (SECONDS) 0.10 0.05 4.00 0.00 L---..L.----L---..l---..L-__...l.....__----l.
L-__...L-__-l..__--:-!:-:-_--::-~--7 0.00 16.00
(!)
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~
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UU<t LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR - 15% OF RESONANCE PERIOD. USE PEAK VALUES FIGURE 3.78-28 REACTOR CONTAINMENT SPRINGLINE. EL. 1041-0" AMPLIFIED RESPONSE SPECTRA N-S EXCITATION SSE MILLSTONE NUCLEAR' POWER STATION UNIT
- 3 FINAL SAFETY ANALYSIS REPORT
20.00.--------------------------------------------,
16.00 0.60 0.25 0.30 0.35 PERIOD (SECONDS) 0.20 0.15 0.10 0.05 4.00 0.00 L-__-L__---.l.
...L.-__---I...__---IL-__.....I.-__--l.
..L-__-l-__---l__--:~__-:-'
0.00 6 12.0 0 tr 0::
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~
LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR -
15*% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-29 REACTOR CONTAINMENT SPRINGLlNE El. 104 1.0" AMPLIFIED RESPONSE SPECTRA E -W EXCITATION SSE MILLSTONE NUCLEAR 'POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
10.00,.....----------------------------------------,
0.50 0.45 0.25 0.30 0.35 PERIOD (SECONDS) 0.20 0.15 0.10 0.05 2.00 0.00 L---..L----L.....----L....-----L---.JL-.---.l...---..L----I------L------'----L------:--l O
0 0.00
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6.00 0
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()
<X LEGEND
--- 0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PER100 WITHIN
+ OR -15 % OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-30 REACTOR CONTAINMENT SPRINGLINE EL.I04'-O" AMPLIFIED RESPONSE SPECTRA VERTICAL EXCITATION MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
24.001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
20.00
(; 16.00 5
~ 12.00 a::w
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8.00 4.00 0.25 0.30 0.35 PERIOD (SECONDS) 0.45 050 0.55 0.60 LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR-15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-31 REACTOR CONTAINMENT DOME APEX EL. 163'-4" AMPLIFIED RESPONSE SPECTRA N-S EXCITATION.sSE MILLSTONE NUCLEAR POWER STATION UNIT 3
FINAL SAFETY ANALYSIS REPORT
20.00,..------------------------------------------,
16.00 6
12.00 t-
<l
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W
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8.00 U
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0.60 0.55 0.50 0.45 0.40 0.25 0.30 0.35 PERIOD (SECONDS) 0.20 0.15 0.10 0.05 0.00 l-.__...L__---l...__--l
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L-__...L-__--L__---l__---:-.l..:-_~
0.00 LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-32 REACTOR CONTAINMENT DOME APEX EL. 163 1-4 11 AMPLIFIED RESPONSE SPECTRA E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
12.00 1 10.00
---_.~=-========:-===:==-==---------
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0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING
, NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR-15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-33 REACTOR CONTAINMENT DOME APEX EL. 163 1
- 4 II AMPLIFIED RESPONSE SPECTRA VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3
FINAL SAFETY ANALYSIS REPORT
1.50,---------------------------------------------.
<..?
1.00 Z
0
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0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING 0.020 OSCILLATOR DAMPING
--- 0.040 OSCILLATOR DAMPING
0.080 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR -15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78 - 34 MAIN STEAM VALVE BUILDING MAT EL. gl_O" AMPLIFIED RESPONSE SPECTRA N-S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
1.50r------------------------------------------.
(!)
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c:r 0.75 a::w
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~___J...___....:L.___...1..______..1.
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--- 0.010 OSCILLATOR DAMPING 0.020 OSCILLATOR DAMPING 0.040 OSCILLATOR DAMPING
0.080 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78 -35 MAIN STEAM VALVE BUILDING MAT EL. 9 1
- 0" AMPLIFIED RESPONSE SPECTRA E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
1.50,-----------------------------------------.......,
1.25
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1.10 1.00 0.90 0.80 0.50 0.60 0.70 PERIOD (SECONDS) 0.40 0.30 0.20 0.10 0.00 L..-__-L..__---lI.....-__...L-__-..L l..-__-I-__-...l
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0.020 OSCILLATOR DAMPING
0.040 OSCILLATOR DAMPING
0.080 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR-15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.7 B - 36 MAIN STEAM VALVE BUILDING MAT EL. 9 1-0" AMPLIFIED RESPONSE SPECTRA VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
5.00~----------------------------------------..
4.00 o
Z 3.00 0
~
a::w
--J 2.00 w
uu<r 1.0 0
~
~
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1.00 0.90 0.80 0.50 0.60 0.70 PERIOD (SECONDS) 0.40 0.30 0.20 0.10 0.00 l--__--J.....__----I.
..1..--__-L-__----Jl-__..L-__-..L
..L...-__--'-__--'
~__.......
0.00 1.2.0 LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING
0.020 OSCILLATOR DAMPING
-- 0.040 OSCILLATOR DAMPING
0.080 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78 - 37 MAIN STEAM VALVE BUILDING FLOOR SLAB EL.41 1-0" AMPLIFIED RESPONSE SPECTRA N~S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
5.00r-----------------------------------------......,
Q50 OBO O~O PERIOD (SECONDS) 0.40 0.30 0.20 0.10 0.00 L-__.....L-__----..I.
.L..-__-!...__-----IL-..__....I....-__-.J...
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0.00 4.00
(,!)
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ti a::w
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<X LEGEND 0.005 OSCILLATOR DAMPING
- -- 0.010 OSCILLATOR DAMPING
0.020 OSCILLATOR DAMPING 0.040 OSCILLATOR DAMPING
0.080 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.7 B - 38 MAIN STEAM VALVE BUILDING FLOOR SLAB EL. 41' - 0" AMPLIFIED RESPONSE SPECTRA E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
1.25 r---------------------------------------~
1.00 6
0.75 I-<t a:w
...Jw 0.50 uu c::r 0.25
=~----
0.50 0.60 0.70 PERIOD (SECONDS) 0.40 0.30 0.20 0.10 0.00 LO-----l---..L----L---L-----L-----L----:-:---~:--~::----:-~------:::~-~1.20 0.0 LEGEND
0.005 OSCILLATOR DAMPING
- -- 0.010 OSCILLATOR DAMPING 0.020 OSCILLATOR DAMPING 0.040 OSCILLATOR DAMPING
0.080 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR -
15% OF RESONANCE PERIOD I USE PEAK VALUES FIGURE 3.78 -39 MAIN STEAM VALVE BUILDING FLOOR SLAB EL 411-0 II AMPLIFIED RESPONSE SPECTRA VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
10.00r-------------------------------------------,
1.00 1.10 0.80 0.50 0.60 0.70 PERIOD (SECONDS) 0.40 0.30 0.20 0.10 0.00 L..-.__....L-__--I.
...L-.__-L__----Il--__.......L-__---1.
.L..-__-'-__--I.
-'-__-1 0.00 1.20 8.00
(.!)
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i=
<t 0:::
W
-J 4.00 W
uu
<t 2.00 LEGEND
0.005 OSCILLATOR DAMPING
-- 0.010 OSCILLATOR DAMPING
- -- 0.020 OSCILLATOR DAMPING
-- 0.040 OSCILLATOR DAMPING
0.080 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR - 15% OF RESONANCE PERIOD. USE PEAK VALUES FIGURE 3.78-40 MAIN STEAM VALVE BUILDING ROOF SLAB EL. 85 1
- 4" AMPLIFIED RESPONSE SPECTRA N-S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
10.00r------------------------------------------,
8.00 1.10 1.20 0.90 0.80 0.50 0.60 0.70 PERIOD (SECONDS) 0.40 0.30 0.20 0.10 2.00 0.00 L..__....L.__---.1
.l-__--L__----l
...J.....__--l.
.l...-__....l.-__-.1
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(!)
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~
' Il:
IJJ
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4.00 U
U<[
LEGEND
0.005 OSCILLATOR DAMPING 0.010 OSCILLATOR DAMPING
0.020 OSCILLATOR DAMPING
-- 0.040 OSCILLATOR DAMPING
0.080 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+ OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78 - 41 MAIN STEAM VALVE BUILDING ROOF SLAB EL.85 1-4" AMPLIFIED RESPONSE SPECTRA E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
2.00..------------------------------------,----------,
- 1. 75 1.50
~
1.25 zo
~
1.00 0:::
W
.....J W
Uu<t 0.75 0.50 0.25 1.10 1.0 0 0.90 0.80 0.40.
0.50 0.60 0.70 PERIOD (SECONDS) 0.3 0
- 0. 20 0.10 0.00 L-__--L__.--JL-__....L-__--L
..l.-__-.1..
..1--__-.l..
.l...-__-L L-_----J 0.00 1.20 LEGEND
0.005 OSCILL ATOR DAMPING 0.010 OSCILLATOR DAMPING
--- 0.020 OSCILLATOR DAMPING
-- -- 0.040 OSCILLATOR DAMPING
0.0 80 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR.- 15 % OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78 -42 MAIN STEAM VALVE BUILDING ROOF SLAB EL. 85'- 4" AMPLIFIED RESPONSE SPECTRA VERT ICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3
FINAL SAFETY ANALYSIS REPORT
6.00 4.00
<.!)
zo 2.00
<ta::
~
0.00 ~------oo;;;;;::-------J~------\\-------====--.......,,~=====~--------j Wuu<t en -2.00 a:l
<t
-4.00
-6.00
- 8.00 '--_-'--_--L__...L..-_--L___'____--'-__L..-_--'-_------'__-'--_~___'___
____l..___'___
_J 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 FREQUENCY (CPS)
FIGURE 3.78-43 EMERGENCY GENERATOR ENCLOSURE TRANSFER FUNCTION AT BASE OF STRUCTURE EL. 9 1- 0 11 FOR HORIZONTAL ACCELERATION N-S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 3 AUGUST 1983
5.00 2.50
~ 0.00 r------""'=---t-7~::::=....-_:r",;::;::::;;;~========------_i z
Q
~ -2.50 l.LJ
...J W
~ -5.00
<t in OJ
<t -7.50
-10.00
-12.50 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 FREQUENCY (CPS)
FIGURE 3.78-44 EMERGENCY GENERATOR ENCLOSURE TRANSFER FUNCTION AT FLOOR SLAB EL. 51 1- 0 "
FOR HORIZONTAL ACCELERATION N-S EXCITATION SSE 1
MIL.L~iONE NUClaiAft ~QW6ft iTAf\\ON UNIT :3 I
r \\
FINAL SAFETY ANALYSIS REPORT
15.00 20.00,.....------------------------------------....,
10.00 Cl Z o 5.00 Q:
~ 0.00 ~===::=--=_--__+-~~:::::::~-_J_=~~;;;;:====----------~--~
w u
~ -5.00 en CO <<
-10.00
-15.00
-20.00 '--_-!.-_-----L__-l..-_--L__..L-_--'-__'--_-'-_-----L__-l..-_--L__..L-_--'-__'--_.....
0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 2800 30.00 FREQUENCY (CPS)
FIGURE 3.7 B-45 EMERGENCY GENERATOR ENCLOSURE TRANSFER FUNCTION AT ROOF SLAB EL. 66 !... 011 FOR HORIZONTAL ACCELERATION N-S EXCITATION *SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 3 AUGUST 1983
6.00r-------------------------------------.....
4.00 2.00
(,!)
~-------------
Z o
0.001="""""'="""""''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''=''''''''''''''''''''''''''''=''''''=''''''.....-_''''''---- ---+---------1
~
0:::
W
...J -2.00 W
U U<< -400 en rn c::(
-6.00
-8.00
- 10.00 L....-_---........_-----_--'---_----L__-'--_--L-__-'--_---........_---'__--'---_----L__-'--_--L-__.L....-_-'
0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 FREQUENCY (CPS)
FIGURE 3.78 -46 EMERGENCY GENERATOR ENCLOSURE TRANSFER FUNCTION AT BASE OF STRUCTURE EL. 9!....OIl FOR VERTICAL ACCELERATION VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 3 AUGUST 1983
15.00 20.00,----------------------------------------,
10.00 C!)
Z o 5.00
!;t 0::
W
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u u
ct en -500 OJ ct
-10.00
-15.00
-20.00 L..-_-'--_----L.__..l.--_-l-_-...L__..L-_-L-_---"__-L-_---L_---1__-L-_--I.-_----JL..----l 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 FREQUENCY {CPS}
FIGURE 3.78-47 EMERGENCY GENERATOR ENCLOSURE TRANSFER FUNCTION AT FLOOR SLAB EL. 51'- 0" FOR VERTICAL ACCELERATION VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
15.00 20.00r------------------------------------.....,
10.00 z o 5.00
~
a::
w
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u u
U> -5.00 OJ
<t
-10.00
-15.00
-20.00 1.....-_--L.-_----I__....L...._-..L__...I....-_-.L__L-_-1-_---I__....L...._---L__...I....-_---L.__.l....-_...J 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 FREQUENCY (CPS)
FIGURE 3.7B~48 EMERGENCY GENERATOR ENCLOSURE TRANSFER FUNCTION AT ROOF SLAB EL. 66'-0" FOR VERTICAL ACCELERATION VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 3 AUGUST 1983
8.00 r---------------------------------------..,
6.00 4.00 zo 2.00 t-<<
Il:
W
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uu<< -2.00
(/)
CD<<
-4.00
-6.00
- 8.00 L--_-'--_---'__-'--_---L__-'---_-'-__L--_-'--_-'-__-'--_--'-__-'---_-'-_-----lL-_---.J 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 FREQUENCY (CPS)
FIGURE 3.7 B-49 EMERGENCY GENERATOR ENCLOSURE TRANSFER FUNCTION AT BASE OF STRUCTURE EL. 9 1- 0 "
FOR HORIZONTAL ACCELERATION E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMEN DMENT 3 AUGUST 1983
20.00,..-------------------------------------,
15.00 10.00 C)
Z o 5.00
!;t 0:::
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=----+-----::::;;;;;o~~~-~6==:::==:=;;;:~"-----_l w
u u << -5.00 en al
-10.00
-15.00
- 20.00 L-_....L-_---L__.l.--_--I...-_-..1.__..l....-_--I...-_----L__~_
___I_._
_...JL___....I...__
___I..__L_____J 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 FREQUENCY (CPS)
FIGURE 3.78-50 EMERGENCY GENERATOR ENCLOSURE TRANSFER FUNCTION AT FLOOR SLAB EL. 51 1- 0" FOR HORIZONTAL ACCELERATION E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
15.00
-15.00 20.00 r---------------------------------------,
_10.00 C>
z Q 5.00 c::r:
0:::
~ 0.00 r::======---_--==------\\-----=~~--______)L-~~~===~~:::;;'-----------l w
u u
c::r:
en -5.00 CD c::r:
-10.00
- 20.00 '--_-'--_---'__-'--_---'-__...L..-_---Ul'---_'--_-'--_---'__-'--_---'-__...L-_----L.__.L...-_--'
0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 FREQUENCY (CPS)
FIGURE 3.78-51 EMERGENCY GENERATOR ENCLOSURE TRANSFER FUNCTION AT ROOF SLAB EL. 66!..OIl FOR HORIZONTAL ACCELERATION E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 3 AUGUST 1983
5.00 r------------------------------------------,
4.00
(!)
Z 3.00 0
1i
~
W
...J 2.00 w
u u
<t 1.00
=---....
0.00 =-_---::-":-:"__-::-':-=-_---=--=-=-_---::-'::-__~---...L.-----.1...------Il-----l----...1..---L---...J 0.00 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 PERIOD (SECONDS)
LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING 0.020 OSCILLATOR DAMPING FIGURE 3.78 - 52 EMERGENCY GENERATOR ENCLOSURE EL. 24 1-6" FLOOR SLAB NOTE AMPLIFIED RESPONSE SPECTRA FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR-15% OF RESONANCE PERIOD, USE PEAK VALUES N-S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
5.00 r-----------------------------------------....,
4.00
<9 Z
3.00 0
~
a:
w
...J 2.00 u
W u <<
1.00
-==.---....-:...------ :--....
0.00 '---__.....l...-__-.L
..L-__-.L-
'--__-'--__--L
.l-..__.....I 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 PERIOD (SECONDS)
LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING 0.020 OSCILLATOR DAMPING FIGURE 3.78-53 EMERGENCY GENERATOR ENCLOSURE EL. 24 1-6" FLOOR SLAB NOTE AMPLIFIED RESPONSE SPECTRA FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR-15 % OF RESONANCE PERIOD, USE PEAK VALUES E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
5.00,-----------------------------------------,
4.00 (9
Z 3.00 0
!:t 0:::
W
.J w 2.00 u u
<t 1.00
-= --
0.00 l..-__--l.-__----L
-'--__--L..__---I
..l...-__-L.
L....-__...l...-__--.L
.L..-__....J 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 PER 100 (SECONDS)
LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING
--- 0.020 OSCILLATOR DAMPING FIGURE 3.7 B - 54 EMERGENCY GENERATOR ENCLOSURE FLOOR SLAB EL. 24 1-6" NOTE AMPLIFIED RESPONSE SPECTRA FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR-15% OF RESONANCE PERIOD, USE PEAK VALUES VERTICAL EXCITATION' SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
12.00...--------------------------------------------,
10.00 t:>
8.00 Z
0 t-6.00
<<a:::
1IJ
...J W
Uu 4.00 2.00 LEGEND 0.20 0.40 0.50 0.60 0.70 PERIOD (SECONDS) 0.80 0.90
- 1. 0 0 1.10
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING
--- 0.020 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR-15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78-55 EMERGENCY GENERATOR ENCLOSURE FLOOR SLAB EL. 51 1-0" AMPLIFIED RESPONSE SPECTRA N-S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
10.00...-----------------------------------------....,
1.20 1.10 1.00 0.90 0.80 0.50 0.60 0.70 PERIOD (SECONDS) 0.40 0.30 0.00 l..-__....L.-__--I.
.L......__--'-__---'
...L-__--1..
L-__-L..__--l.
.1-__...J 0.00 8.00 C>
Z 6.00 0
~a:
w
...J 4.00 wuu<<
2.00 LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING
-- 0.020 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR-15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78 - 56 EMERGENCY GENERATOR ENCLOSURE FLOOR SLAB EL.51 1-0" AMPLIFIED RESPONSE SPECTRA E-W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
5.00,-----------------------------------------,
4.00 C)
Z 0
~
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0::
W
-J W
u U
<{
3.00 2.00 1.00 0.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 PERIOD (SECONDS) 0.80 0.90 1.00 1.10 1.20 LEGEND
--- 0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING
-- 0.020 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR-15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.78 -57 EMERGENCY GENERATOR ENCLOSURE FLOOR SLAB EL. 51 1-0" AMPLIFIED RESPONSE SPECTRA VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
15.00,--------------------------------------------..,
12.00 (9
Z 9.00 0
~
0::
I.LJ
....J 6.00 lLJ U u <t 3.00 0.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 PERIOD (SECONDS)
LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING
--- 0.020 OSCILLATOR DAMPING FIGURE 3.78-58 EMERGENCY GENERATOR ENCLOSURE ROOF SLAB EL. 66'-0" NOTE AMPLIFIED RESPONSE SPECTRA FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES N -S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
12.00~----------------------------------------,
10.00
(; 8.00 zo
~ 6.00 a::w-'
lJJ U
~ 4.00 1.10 1.00 0.90 0.80 0.50
. 0.60 0.70 PERIOD (SECONDS) 0.40 0.30 0.20 0.10 0.00 '---__-l-__---'
-'---__..........__-----_--,--..L-.__-..L l..-__-'--__--1.
..I...-__-J 0.00 1.20 LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING
--- 0.020 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR-15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.7B-59 EMERGENCY GENERATOR ENCLOSURE ROOF SLAB EL. 66 1-0" AMPLIFIED RESPONSE SPECTRA E -W EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
5.00.------------------------------------------,
4.00 C>
Z 3.00 Q
~
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1.00 0.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 1.20 PERIOD (SECONDS)
LEGEND
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING
--- 0.020 OSCILLATOR DAMPING FIGURE 3.78-60 EMERGENCY GENERATOR ENCLOSURE ROOF SLAB EL. 66'-0" NOTE AMPLIFIED RESPONSE SPECTRA FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR - 15% OF RESONANCE PERIOD, USE PEAK VALUES VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
6.00r------------------------------------------,
5.00 C; 4.00 z o
~ 3.00 0::
W
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U u
<t 2.00 1.00
--';;;'::!I 0.00 '--__....L-__-L..__-----'-
.L.-__-'--__---L.__---1
.L..-__-'--__---L.__---1__---'
0.00 0.10 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 PERIOD (SECONDS)
LEGEND FIGURE 3.78-61
0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING EMERGENCY GENERATOR ENCLOSURE DIESEL GENERATOR MAT EL. 24' - 6" 0.020 OSCILLATOR DAMPING AMPLIFIED RESPONSE SPECTRA N-S EXCITATION SSE NOTE MILLSTONE NUCLEAR POWER STATION FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN UNIT 3
+OR-15% OF RESONANCE PERIOD, USE PEAK VALUES FINAL SAFETY ANALYSIS REPORT
5.00 r------------------------------------------.
4.00 C>
Z 0
l-e:[
a::
1LI
...J 1LI U
~
3.00 2.00 1.00 0.40 0.50 0.60 0.70 PERIOD (SECONDS) 0.80 0.90 1.00 1.10 1.20 LEGEND
--- 0.005 OSCILLATOR DAMPING
0.010 OSCILLATOR DAMPING
-- 0.020 OSCILLATOR DAMPING NOTE FOR EQUIPMENT WITH A NATURAL PERIOD WITHIN
+OR 15% OF RESONANCE PERIOD, USE PEAK VALUES FIGURE 3.7 B-62 EMERGENCY GENERATOR ENCLOSURE DIESEL GENERATOR MAT EL. 24' _6" AMPLIFIED RESPONSE SPECTRA VERTICAL EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
0.20 MAX 0.17685 0.15 -
AT 8.6100 0.10 -
C) 0.05 r-z o
~
a::
w w
u u
0.00
-0.05 a
~
f-II,.
,~ ~
IW ~
~
-0.10 f
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-0.20 I
I I
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r r
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I I
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I 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 TIME (SECONDS)
FIGURE 3.78-63 EMERGENCY GENERATOR ENCLOSURE HORIZONTAL ACCELERATION TIME HISTORY AT BEDROCK N-S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
0.40,..--------------------------------------,
MAX 0.30140 AT 8.8600 0.30 0.20 0.10 zo f-
~ 0.00 W-l W
Uo -0.10
<{
-0.20
-0.30
- 0.40 1-.._.....L-_--l..__L..-_.....L-_----L__l....-_--'-_---L__...L.-_--..L..._---..I.__..l-_--'-_----I_--l 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.0.0 9.00 10.00 11.00 12.00 13.00 14.00 15.00 TIME (SECONDS)
FIGURE 3.7B -64 EMERGENCY GENERATOR ENCLOSURE HORIZONTAL ACCELERATION TIME HISTORY AT BASE OF STRUCTURE N-S EXCITATION SSE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
+Fy 1" Ay
- '?-..
- s
- !2..
I. *
-WICATES MASS POINT 2.* -INDICATES CONSTRAINT POINT
- 3. * -INDICATES RElfRlRCED TEE
- 4. SNUBBERS AT POINTS607 AND 723 ARE ATTACHED TO EQUIP. SUPPORTS 5. NSS-NORTH SOUTH SHOCK SUPPRESSOR
- 6. EW-EAST WEST RESTRAINT
!I!!II o
N 5!17
-0 oft IlSO
-C!.,
!llIll
~
!ISS
-g
!l1I7 EW
-0 N
570
't'~':~r' 0.57 1.29 '
!l80 2.' - 3" 425 1145 2.2S'"
"AHS -0I0-23-2 If-V2 VGW060-lC-2 SH
'-RHS-008-41-2 1'-6" l3'RIlS -OIO-4 -2 CL.1I02(TYP.)
,111"010" AEO.
492
- 0, N
490 o
N 485 II-FE-SIS 600#OAIFICE fL8 I-------'---=---
HS 4011 2.92' EW
'0 N
46 !I 0.50'(TYP) t-o 465 "70 620 rli. 5AH5* EIA
.L.---=-'-'-"'------9'-..Il2S AHR HEAT ElCCHANHR 1550 t" r: E IN LET fA OUTLET I ~
EL. 9~S~*
FIGURE 3.78-65 TYPICAL MATHEMATICAL MODEL OF A PIP I N G SYSTEM MILLSTOt£ NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT 5.0' S.TS' 475 480
_DETA I L A
' -AHS -OIO 2 660 6SS 4.25' SlIll 5 - A H5- 0 10 2 ESF BUILDING4'"
5 - RHS-OIO-6-2 S.70' 5-AH5-010-7-2
£
- l OISCHAAOE 740 EL. 9' - 5~4" 745
,;<-"....,..-=.
- 7 0 0
/
~
' /............. -<,
~ SAHS* PIA RHA PUMP I
(~SUCTlON ;
5115 ANCHOA(EL. 12', 0")
~PA08. 7100 (AX-7IA)
-N PAOB.7102 (AX-7IS) 5S!!
'0
-0 El¥,.;.,
S9!!
700 o
701
-0 N
VSS NSS SH
-0 N
705 ESS
-0 702
- 0
'0,
-N
'0
- 0
c>-zo
~
0:
LaJ
...J Wo
(.)
<t FREQUENCY (Hz)
FI GURE 3.78-66 REPRESENTATION OF FAMILY OF PEAK RESPONSE CURVES WITHIN BROADENED RESONANT PEAK MI LLSTONE NUCL EAR POWER STAT ION UNIT 3 FINAL SAFETY ANALYSIS REPORT
HYPOTHETICAL RESPONSE~
0>-z o
~
0::
1JJ
....J 1JJ U
~
ACTUAL RESPONSE' PEAK BROADENING 1%fn fn FREQUENCY (Hz)
FIGURE 3.78-67 HYPOTHETICAL vs ACTUAL RESPONSE OF MULTIPLE MODES WITH IN BROADENED RESPONSE PEAK MI LLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
2.0 10 11 1:1:25%
9 MODES 7
8 9
1:t: 20%
3 4
5 6
r--"':
PEAK
~
I :t:10% BROADENING 1:1:15 Vo 2°1c~--------------==-~--------------11.3 1.3 1.5 1.0 1.3 1.5 2.0 K
o 2
3 4
5 6
7 8
9 10 MODE SPREAD % fn (BETWEEN MODES) 11 12 FIGURE 3.78-68 JUSTIFICATION OF STATIC LOAD FACTOR MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
3.0..----------------------------------...JIJ,...,
r 15%PEAK BROADING =t.t At 2.5 2.0
(!)-
Zo
~<<
1.5 0::
I.LI
..J I.LI U
U<<
1.0 0.5 o
QmoxAPPLIED OVER TH IS FREQUENCY BAND fp
<;I =go FROM TH IS FREQUENCY ON go 7
FREQUENCY (CYCl ES/SEC)
CUTOFF tc= 2C CPS go= 34 20 FIGURE 3.7 B - 69 TYPICAL AMPLIFIED RESPONSE SPECTRA MIllSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
JOINT NUMBER 2
- 3 4
5 6
7 o
o o
o b
(TYPICA L )
~====a::::=::::J:c:~c::==::tC=::::r::I==:::::::J1 CANTILEVER (CANT) 2 j~=============~~
FIXED-FIXED (FF)
SIMPLE-SIMPLE (SS) 4 a===============~11 SIMPLE-FIXED/NO OVERHANG (SF) 5
~========::;::::==3 IfJJ SIMPLE -F IXED/I6 %
OVERHANG J)J SI MPLE-FIXED/33 % C1IERHANG 7 g====:;:;::======::=:=J SIMPLE -FIXED/50% OVERHANG 14------ 60 IN. ------.l FIGURE 3.78-70 MODEL BEAMS MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
51---------..
4
....J
<t U
3 I-a:
u
~
0 2
c:>
z -c,
~
<t 0
1 OL----------L.--------&.:-------~
o 10 20 30 FREQUENCY (HZ)
NOTE:
APPLICABLE TO BOTH OBE E. SSE, INDEPENDENT OF PIPE DIAMETER FIGURE 3.7B-71 DAMPING VALUE FOR SEISMIC ANALYSIS OF PIPING MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 15 SEPTEMBER 1985
FIGURE 3. 7N-l MULTI-DEGREE OF FREEDOM SYSTEM MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
FIGURE 3.9.8-1 REACTOR COOLANT PPG.
MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
~.6 -1 STEAM GENERAlOR 3RC5-6610
'P,
' *.I'~...
,-, iREACTOR VESSEL 3 RCS-RVI
~
I~
1.10' "045
...c.
rO-o*
'-.00.
7
z 44 STEAM GENERATOR Y
88 NOTE:
LOOP 2 SHOWN -ADD 200 TO FIGURE 3.98-2 ALL NODE NUMBERS.
DYNAM IC MODEL-TYPICAL RCS LOOP MI LLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
Y 135 60 64 i
3 t X1
~X2 X2t 74 **=======0 X
202 z
/'
LOOP 4 I
435 1 335 CRANE WALL TOP VIEW XI 66 J:
6l X2 59 X3 71 LEGEND:
INFINITELY RIGID MEMBER
=== VERY STIFF MEMBERS
~
MATRIX ADDITION MEMBER
--<>-- NODE WITH NO MASS NODE WITH MASS FIGURE 3.9 B-3 DYNAMIC MODEL-CENTER SECTION MILLSTONE NUCLEAR POWER STATION UNIT 3
FINAL SAFETY ANALYSIS REPORT
103.61 85.63 49.65 31.66
-o X
13.67
-4.32
- 22.30
-4Q29 61.95 43.96 25.91 7.99
-10.00
-27.99
-45.98
-58.28
--...L.
.......L..-
...L....-
Io.....-
oL
-63.97 X10' FIGURE 3.98-4 X2 VIEW-ROTATED AXES MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
CL OF
!T"CONTAINMENT STRUCTURE 1f I I I
/
LOOP 2 UPPER STEAM GENERAL SNUBBERS LEGEND:o COLUMNS CJ SNUBBERS FIGURE 3.98 - 5 SNUBBER ORIENTATION MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
MPS-3 FSAR FIGURE 3.9N-1 REACTOR PRESSURE VESSEL AND INTERNALS SYSTEM MODEL 20 a
-20
-40
-60
-80
-100
-120
-140
-160
-180
...,200
-220
-240
-260
-280
-300 -
120 100 80 60 40 usc Hold-down springZ4 10-._~
42 61 4J f
- -03 44i
/
<<i I
./
46f~
L Lower Radial Keys 16 17 14 15 11 o
10 12 13 21
.~
221 I
I 23 i
__ ",'.. 24 8
251
;- i 21: 20 28 '-;---,~..
UCP Alignment
~ ~i......--~,52 31 t 53 pan 32 54 33 -
55 34.
56 36 :
57""
~7 l 513 Fuel
~~.--~--
I 50
<40.-'-
,GO 41 r CB RPV ______
2 3 -
4 5
RPV* CB Nozzle
)):. I..un[::a:i ~ss Rev. 21.3
MPS-3 FSAR FIGURE 3.9N-2 DELETED BY PKG FSC 07-MP3-039 Rev. 21.3
NST (I) AND PSW (2)
ROTATIONAL STIFFNESS NST (I) AND PSW (2)
HORIZONTAL ST IFFNESS RPV HOR IZONTAL STI FFNESS RPV ROTATIONAL STIFFNESS RPV NOZZLE i LOOP ROTATIONAL STIFFNESS LOOP HORIZONTAL STIFFNESS NOTE S:
I. NEU TRON SHIELD TANK
- 2. PRIMARY SHIELD WALL NST (I) AND LOOP VERTICLE STIFFNESS FIGURE 3.9N-3 RPV SUPPORT MODEL FOR WESTI NGHOUSE INTERNALS RESPONSE ANALYSIS MILLSTONE NUCLE AR POWER STAT' 0 N UNIT 3 FI NAL SAFETY ANALYSIS REPORT
ROD TRAVEL HOUSING OPERATING COIL STACK ASSEMBLY LATCH HOUSING DRIVE ROD ASSEMBLY DISCONNECT ROD ASSEMBLY CABLE CONNECTION LATCH ASSEMBLY FIGURE 3.9N-4 CONTROL ROD DRIVE MECHANISM MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT CAD FILE: 39n4.dgn/39n4.cit December 1997
1fIlW-_---DRIVE ROD ASS'Y.
ROD TRAVEL HOUSING LATCH HOUSING
-,.L-~-U~~~1,""""_-o RI NG
~"'1i""'-L1FT POLE LI FT COILlC)
~...:...--..a:IiilIi!-'t1""tr-SH I M
~...4-;-\\-f'_-L1FT RETURN SPRING
"'-__ FLUX RING LOCK WIRE MOVABLE GRIPPER POLE MG COIL IB)
SHIM MOVABLE GRIPPER SPRING
.II.~........ _LOCK PLUNGER MOVABLE LATCH LATCH PIN
"#~f-: LATCH ARM II:
LINKPIN "t~2:::LATCH LI NK III LI NK PI N
- L,'~r---LOCK WIRE
?t""'~--'--SUPPORT TUBE MOVABLE LATCH
'-if,fi....cr-- STATIONARY GRIPPER POLE iit~~r~fr"'!tt"- FL UX RI NG
=~.......j..O-+.-- GUI DE TUBE
- &;..'-.......f--STATIONARY GRIPPER SPRING
~__-PLUNGER HALF FLUX RING
~""'~l~LOCK WIRE
.-*-;:s:;J.:'-- SHI M
~....--LIFT RETURN SPRING
...wo".......-SPRING RETAINER LATCH PIN LOCK PLUNGER STATIONARY LATCH LINK PIN
~
LATCH LINK LINK PIN SUPPORT TUBE STATIONARY LATCH
~I~~~ LATCH ARM
~'-+---LATCHSTOP FIGU RE 3. 9N-5 CONTROL ROD DRIVE MECHANISM SCHEMATIC MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
BEFORE LOAD TRANSFER AFTER LOAD TRANSFER a
LIFT COIL OFF A
15.629 AT 70° 8
15.625 CD 0.004 8
I I
I ILIFT COIL OFF A
15.625 AT 70° 8
15.566 G) 0.05'3 LIFT COIL ON 16.254 16.250 0.004 ILiFT COIL ON 16.250 16.1'31 0.05'3 LIFT COIL OFF A
15.711 AT 6SOo B 0 15.684 0.027 I
I I
I IILIFT COIL OFf A
15.684 AT 6S0o a
0 15.627 0.057 LI FT COIL ON 16.361 16.311 0.050
\\ LIFT COIL ON 16.311 16.277 0.034 I
I FIGURE 3.9N-6 NOM INAL LATCH CLE ARANCE AT MINIMUM AND MAXIMUM CLEARANCE MILLSTON E NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT CAD FILE:39n6dgn/39n6.clt December 1997
0.080 0.070 Vl LU
- z:
u z 0.060 LifT COIL LIFT COIL OFf } ~G CLEARANCE AFTER ON LOAD TRANSFER LU 0 C Ill:
CJ 0.050 LU Or:
0 0.040 0 z:
4(
II)
UJ
- z:
u I
~
..J 0.030 0.020 UJ z
Ill:
oCt UJ
..J 0.010 0.000 0
100 200 300 400 500 600 700 TEMPERATURE (Of)
FIGURE 3.9N-7 CONTROL ROD DRIVE MECHANISM LATCH CLEARANCE THERMAL EFFECT MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT CAD FILE:39n7dgn/39n7.clt December 1997
FUEL ASSEMBLY UPPER CORE GUIDE PIN PLATE GUIDE PIN CORE BARREL CORE SUPPORT COLUMN LOCKING NUT ENERGY ABSORBER ASSEMBLY OFF-SET INSTRUMENTATION COLUMN SECONDARY CORE SUPPORT BUTT TYPE COLUMN INSTRUMENTATION GUIDE COLUMN (CRUCIFORM)
LOWER TIE PLATE
~UPPER TIE PLATE RADIAL SUPPORT KEY UPPER CORE BARREL ~"'.--LOWERCORE BARREL ------------.-.1 FIGURE 3.9N-8 LOWER CORE SUPPORT ASSEMBLY (CORE BARREL ASSEMBLY)
MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
,.. ~
... I,...A,
.... I,...A,
... I,...A,
,.. ~
.-~
,..~
I I-...
- I-l
~1-1
- -1-1 II II I
- II II II
~..
~
~
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/
~
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~
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r\\
~
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~.
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~
t'I t'I I~
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4 4
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I "I
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t'I I
~
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~
- ~ I-l:lI
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.... ~ I..bo I-t7 II:~ "
....r-t III:=
t I J
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I-ta I-b
- l:-
I-I:-
-lD
-Ia II1:1 III:~
a ~
III~
III~
II=
la~
I
.~
I..':I
~
II~
II: ~
a::
II:~
=
I I -
I I
I I
!-t8
- l:D II l:lI
- ~
I a ~
- l:-
Lcr ~
r rcr l~
L I~ ~
(~
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~~
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to Lo.
..... JII L~ ~
~I'\\..... /4 (~... "r~.. "11\\ ~.. "..... I~ t\\
V
~
g r#l f-FIGURE 3.9N-9 UPPER CORE SUPPORT ASSEMBLY MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT I
'1 II It I
I I
FIGURE 3.9N-IO PLAN VIEW OF UPPER CORE SUPPORT ASSEMBLY MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT
---"'"I***
(**
I*
(*
I**
(****
----(**
I I
I
- ------- ----C 1
I I
I**
---~
I I
I I*
BOLT (SEE DETAll A)
SPECIMEN BASKET (SEE DETAlLS C AND D)
LOWER NEUTRON SHIELD PANEl--
DOWEL PIN ----'
(SEE DETAIL B)
UPPER NEUTRON SHIELD PANEL flGlRE 3.9N-U NEUTRON SHIELD PANEL DESIGN WILLSTONE NUCLEAR POWER PLANT UNIT 3 FINAL SAFETY ANALYSIS REPORT JANUARY 1991
NEUTRON SHIELD PANEL i INCH SOCKET HEAD CAP SCREWS TYPICAL 7 PLACES PER SPECIMEN BASKET 28 PLACES TOTAL SPECIMEN \\
BASKET DETAIL A
~ INCH SOCKET HEAD CAP SCREW TYPICAL 16 PLACES PER PANEL 128 PLACES TOTAL NEUTRON SHIELD ~.
PANEL NEUTRON SHIELD PANEL
~ INCH DOWEL PINS TYPICAL 2 PLACES PER SPECIMEN BASKET 8 PLACES TOTAL SPECIMEN \\
BASKET DETAIL B
2~ INCH DOWEL PIN TYPICAL 3 PLACES PER PANEL 24 PLACES TOTAL Nt:.ufRON SHIELD ~
PANEL FIGURE 3.9N-12 NEUTRON SHIELD PANEL DESIGN DETAILS MILLSTONE NUCLEAR POWER PLANT UNIT 3 FINAL SAFETY ANALYSIS REPORT JANUARY 1991