ML22278A234

From kanterella
Jump to navigation Jump to search
Rev. 21 to Updated Final Safety Analysis Report, Chapter 3, Figures
ML22278A234
Person / Time
Site: Limerick  Constellation icon.png
Issue date: 09/19/2022
From:
Constellation Energy Generation
To:
Office of Nuclear Reactor Regulation
Shared Package
ML22278A223 List: ... further results
References
Download: ML22278A234 (160)


Text

MODE No. 27 FREQUENCY = 18.39 Hz PARTICIPATION FACTOR = 27.28 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-160

t-J J

t-

_f

_1 MODE No. 29 FREQUENCY = 29.86 Hz PARTICIPATION FACTOR = -10.40 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A*161

MODE No. 30 FREQUENCY = 38.20 Hz PARTICIPATION FACTOR = -23.12 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-162

J t-J til' J

~

-1

/

-1 MODE No. 34 FREQUENCY = 74.39 Hz PARTICIPATION FACTOR = 7.82 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-163

I MODE I

FREQUENCY PARTICIPATION No.

I (Hz.)

FACTOR I

I 1

I 14.20

-4.04 2

I 24.75 1.59 3

I 37.67

-0.0003 4

I 47.39

-1.04 5

I 48.03

-0.0001 6

I 68.63

-0.00005 7

I 73.01 1.77 8

I 78.53 0.71 9

I 82.70 0.59 I

10 I

94.42

-0.00007 I

11 I

99.84

-0.31 I

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE MODE FREQUENCIES AND PARTICIPATION FACTORS (VERTICAL LOCAL FLOOR MODEL AT EL. 269'-0")

FIGURE 3A-164

MODE No.1 FREQUENCY = 14.20 Hz PARTICIPATION FACTOR = -4.04 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0")

FIGURE 3A-165

MODE No.2 FREQUENCY = 24.75 Hz PARTICIPATION FACTOR = 1.59 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0")

FIGURE 3A-166

MODE No.4 FREQUENCY = 47.39 Hz PARTICIPATION FACTOR = -1.04 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0")

FIGURE 3A-167

MODE No.7 FREQUENCY = 73.01 Hz PARTI CI PATlaN FACTOR = 1.77 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0")

FIGURE 3A-168

U I a:

If)

Z 0

~

~

a:

a::::

U.J

...J U.J lJ lJ a:

...J a::

(k'"

~

lJ U.J CL.

\\I')

PERIOD-SEC.

10.1')

1 0 o 1 0 01

'I., 'j"-'I'" -.1--"---.1------"","'-.'-.1-.'--'1---.'------'I"II-.I'i-.I-.i--"---.I----~I 1.50.-----"---r--.-r-lI-rrr------r---.--.-.~~,,.-----~--_.--~~~~~1

1. 25
1. 00 0.15 0.50 0.25 r-----~--~--r-+-~~~------+---+--+-+_+~+++_-----+--_4--+_~+_r+~

0.00 D. I 2

6 g

1 0 2

6 8

10.0 2

6 8

100

~REOUENCY-CPS Accele ra tion SpeC tra for REACTOR ENCL. z CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%)

Node:

1 Direction:

N-S HORIZ Elev:

177'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-169

L.)

I cr If) z a -

~

cr Q::

UJ

-.J UJ u

u cr

-.J cr tY

~

U UJ C1...

If)

PERIOD-SEC.

,0 G t

fJ G !

0 'J I l-r-T-T-iT-1 ---,----j----Tj-r--j-T-T--r---r-, --.-, ----I

~, -'-1-'-1--, ~,

-,-~I ---.1----

l.50,-___________________________,__

I 1.25 1-----r--r-r-t-~_rt+-----+---+--+-+-+~++4-----~-~-~~~~~

1. 00 0.75 0.50 0.25 l-----r---r--~+_~~++---+_-+--+~-+~~~----~-~-+-~~~~

2 6

B 100 I="REOUENCY-(PS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node: _____ 2 _____ Direction:

N-S HORIZ Elev:

201 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE -3A-170

u,

cr

(/"I Z

0 -

~

a::

Q:;:

w

-..J w

u u cr

...J a::

Ii'

~

U W

Q..

\\.f)

PERIOD-SEC.

10 0 1 Q

~

I a IJ!

1'""1',--,-

I I


j----'il""l-r-, -r--j

--,------,~ I I

I I

--.----.Ir-----

1.50--

1. 25 I
1. 00

- r--

0.75 0.50 0.25 I------_r--~--~+-~~++------+---+__+~_+_r++~----~--~--~~~~~

FREOUENCY-CPS Accelera tion Spectra for REACfOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

3 Direction:

N-S HORIZ Elev:

217'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE.3A-171

LJ I a:

(f) z o I-a:

0:::

4J

...J 4J U

U a:

-l a:

cr I-U 4J Q..

(f)

PERIOD-SEC.

10 I) 1 fj G '!

0 G 1 j-----,-,

--;-,-'-'~, -,-, --:-, -r, --;-, ----,-1 -----,

.-, -'-, -,- -I" I

I 'I I

1. 50

,---~--~------


;---,---.,----.-~_r_

1.25 1-------r--~-r-+-~_r++----+_-+__+_4_+~++4_----_4--_4--+_~~~~

1. 00

l------4---f------- -- --f---,-+- -----t----t-_t_--t--+-t-+++_------t----+--+-__+_4-.f-+-l--1 0.75 1-------r--~--r-+-~_r++------+_-+-_+_+_+~++4_----_+--_4--+_~4_~~

0.50 ~----~--_r--r--t-r1~++-----+_-+_--t-_4-+~~__+_----_4--~--__+_~__+_+4~1 0.25 1------~--_t_--~+-~~++------+---4-_+~-+~+4~--~--~--4_~~~~

o. I 5

8

10. a 2

6 f3 100 F"REOUENCY-CPS Accelera tion Spec tra for

REACfOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

4 Direction:

N-S HORIZ Elev:

239'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-172

L.J I

cr Vl Z

0

~

t-cr u::

W

....J w

LJ LJ cr

....J cr cr-t-

LJ W

CL If)

PERIOD-SEC.

..J 1

l-ll-r~I--r--I-~-l----"-,' --~--'I*-'***I- *,-j--'****i***-*** r' -'.-- ----,'-i--r*-,--r--T-T-----r*----***,

1. SO,-----.--.- r----~ --.--,-

--.- -----------~ -..... --'- '--r---

1. 25 I----+---+--~+-+--+-+-+-t-----+--+---+-~-+-+-+-++----_+_--+--I-+_i_t_+_t_i I. 00 0.75 0.50 0.25 1-----r--+--I-+-i-t-+-++-----+---+--_+~_+~+_+~----~-~--1_~1-~~

o 1 2

5

!3 10.0 2

5

[j 100

~REOUE.NC'(-CP(")

Accelera tion Spec tra for REAC'fOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

5 Direction:

N-S HORIZ Elev:

253'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-173

U I a:

(J"l Z

a

~

a:

Ck::

w

-1 w

u u a:

-...J a:

!Y

~

U W

Il..

IJ')

PERIOD-SEC.

10 0 t 0 0 t 0 01 I I i I I I

I I

I

, I I I I

I I

I I

I I i I I I

i I

I I. SO 1.25 ~----~--~--r-+-~~++------+---+--+-4-+~+44------4---4--4-~4-~~

1. 00 0.75 0.50 0.25 1------_r---r--r-r-~_rrr------r_--+__r_+_+~+++_----_+--~--+_4_+_~~
o. t 6

8

10. a 2

6 B

100 FREOUENCY-CPS Accelera tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

6 Direction:

N-S HORIZ Elev:

269'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE*GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-174

U I cr VI z

0 -

~

cr Ct::

W

-l w

u u cr

-l cr cr-I-

U W

CL

.n PERIOD-SEC.

1. 00 --

0.75 0.50 0.25 1------_r---r--~+_~_r++------+_--+__+_4-+~+44_----_4--~--4_~4_+4~

0.1 6

U 100

~REOUENCY-CP(")

Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

7 Direction:

N-S HORIZ Elev:

283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-175

L..)

I a:

(J)

Z a -

t-a:

CJ:::

w

...J w

w w

a:

....J cr:

Ir t-W W

CL

\\J)

PERIOD-SEC.

lOG

')

f) 'j 1

~'-i-r--j--'----rl ---i I--r-IT~I-'--I~---~I-~i--l-I---~I I

I I. 50 --~----- ------ --T--~*-

---~- --------.----~--

r-----:---,---,.-,-..-*~-~-----;----r---:--.---,--~-r-1.25 1-------r--~--~+-~-r++-----+---+--+_4-+~+44_---_4--~--4_-~~~~

1. 00 0.75 0.50 0.25 1------~--~--~+-~~++-----+---+--+_4-+~++4-----_4--_4--4_~4_+4~
o. I 6

8 100

~REOUENCY-CP5 Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

8 Direction:

R-S HORIZ Elev:

304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-176

U I

IT (j'I Z

0 -

t-IT c.:::

W

...J w

LJ u

IT

...J IT cr-t-

LJ W

CL (j'I PERIOD-SEC.

10 'J il-i- -[-,-'---"1

-- r---

I

'j'-,--'-i--r -

i------ f - --.-

--~ -rTI-,--I-T----[ - - ----I

1. SO --------------------r--1-------------- --. -.. --.'-'- i ---*----------_*-*---r -----'--._--.,---,.

1.25 ~-----r--~--~-+-~~~+-------+---+---r-r~-~-+1-------+---1-~'-4-4-+~~

1. 00 0.75 0.50 O. 2 5 I----+---+---+--l--+-+-+-+-~---I------+-__j-... -_+*_+-+_++_--_+-__+--+__+_+_+_++_I O. 1 r.,

!3

10. Cl 2

j:"REouENC Y -cr',

Accelera tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

6

!3 100 Node:

9 Direction:

N-S HORIZ Elev:

313'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-1n

L)

I cr If)

Z 0 -

~

cr n:::

w

...J w

LJ LJ cr

...J cr (r'

~

LJ W

CL Vl PERIOD-SEC.

G 1 o ',

I I jl i r----

I

-j--

'i r i-'-j r-j-----T--------iTI'--i-.-i-T---T----i 1.50 r--------,--,--------- ----r------------ ------

I

1. 00 0.75 0.50 0.25 I-------r--~--r_+_~~rr------+_--+__+_+-+-r+++_----_+--~--+_~+-r+~

FREOUENCY--(P5 Accelera tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE ~

Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

10 Direction:

N-S HORIZ Elev:

332'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-178

LJ I cr I/"l Z

0

~

r-cr ex:

w

--J w

u u cr

--J cr Q(

~

u w CL I/"l PEAIOD-SEC.

I 0

(~

I f)

~J 0 0 I I~-T-r-I--'--I----~-I-T-I---r-i


, ------T"""II'-,--,--r--,--I----I 1.50,---------- ---.-----r-r 1.25 ~-----r--~--~+-~-r++------+---+--+~-+-r++~----~--_1--~~4_~~

1. 00 0.75 0.50 0.25 1-------r---r--~+-r1_r~------+---+--+-+-+~++~----_+--_1--~~4_~~

t="REOUENCY-CPS Accelera tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

11 Direction:

N-S HORIZ Elev:

352'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-179

U 1

cr PERIOD-SEC.

j'-i-T - j---r- -I

--r-----I-----'I'I--,--I---r-r----T------i'--~IT-i--T ----r----I

1. 50--------

- ----r -- -------,----


-----r-,---------r---:---o--c----

i I

1.25 1-----r---+---r-+--t~_+_++------~---+-_+_4-+~++4_----_4---4--4_~4_+4~

ifl 1. 00 --- -

--1--- -- -t--t---t---+--+--cf-------+---t---i-r--Ir-+-+-t-+----t----+---+--+-+--+-+--+-l z o cr a:::

w

-l W

LJ LJ cr

-l cr er-f-

LJ W

CL ifl 0.75 1------r---r--t---+-r4-+-++-----+_-+--+~_+-+-++_+_---_4--_4--_+_~4-+4~

0.50 r------r---+---t---+-r4-r++------+_-+--+~-_+-+-++_+_----_4--_4--+_~-+-+4~1 0.25 1-------+----+---t---+-~-+-++------+_-+-_+_4_+-+-++_+_---_4--_4--+_~_+_+4~

0.00 0.1 2

'3 1 a 2

Lj I 115

'3 10 01 FREOUENCY-CPS "r

I 6

9 100

(

i I

Acceleration Spectra for REACTORENCL., CbNTROL STRUC1URE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

12 Direction:

N-S HORIZ Elev:

410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRY ASYMMETRIC fiGURE 3A-180

U I

cr:

Z 0....

~

cr cz::

llJ

....J IJ.J W u cr:

....J u:

cr

~

u w

Cl...

VI PERIOD-SEC.

10 C I IJ C !

!J C 1

,~,~,

~I-,~i---,

--i~--~I


~i

-,~i-i-ri~,

-'i--~I---'I-------i~l~i-i~l-'i~I--~I--~I----~1

1. 00 0.75 0.50 0.25 ~----~--~--r-+-~~~------+---+--+~-+~+++------4--~--+-~~~1-1 FREOUENCY-CPS

.Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDFNED -

15%)

Node:

1 Direction:

E-W HO~IZ Flev:

177'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-181

L) i cr Z

0

~

u:

u:::

w uJ w

u u::

u::

cr-

~

u w

Cl..

V'l PtR!OD-SEC.

1 e e l

()

0 1 (J. 01 i'i~, Ti-'--~i --,I --~I------'i~iTi~i-'i~I-'I--TI---'I------~,~i~l~i -i~l--i--~I--~I----~1 LSD 1-------r---.--.-.-II-,TT------.---.-~_._._.7I~----_.--~--~--~~~

L25 r------r--~---r-~~~++-------+_--+__+~_+~+44_----_4--_4--4_~~+4~

1. 00 0.75 0.50 FREOUENCY-CPS Acce Ie r a ti on S pe c tr a for __

R_E_A_CI'_O_R_E_N_C_L_" z...' _C~O:..;:N..;..;T:..;:R;.:.;O:..;::L:;:......:S:..;::T:.:.R:..;:U:..:C:.:T:.:U.:.R;;;:E~_

Load Case:

KWU SRV ASYMMETRIC ENVELOPF. (T.TTnFNED -

15%)

Node:

2 Direction:

E-W HORIZ EIev:

201 '-0 Da~ping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-182

u,

cr

(."l Z

0

~

~

cr cc:

UJ

-J UJ w u 0:

-J cr Cr'

~

W UJ CL.

if)

P~R!C[J-SEC.

!C.C Ie C!

.ac!

i'i-j~i~i-'i--,~,,----,~-----i~, "-,-0,-,

-.---'---.------'~'-'~'~,~,

-,--"--,Ir-----~I

1. SO
1. 25 t------+---+---+--+-+-+-+++----+---+-- +--t-+-+--t-t-t-------i---i---t--+--+-+4~
1. 00 0.75 0.50 FREOUENCY -cpr)

Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

3 Direction:

E-W HORIZ Elev:

217 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-183

U i

cr

,n Z

0 --

~

a:

a:::

OJ

...J lLJ U u a:

...J a:

cr-

~,

U LLJ CL.

iJ")

1C

~

I C C'l

~.Cl

,"-,~i'j-'i--I~'ir---ir------r, -, ~i-,-ri--i ~i--~I--~i-------,~i-,~i~,~,--,--~i--~I----~I

1. 2S
1. 00 0.75 0.50 2

6 9

100 Acce lera ti on S pe c tra for __

RE_A_Cf_O_R_E_N_C_L_, z..' _C.:..O.:..N_T...;;R...;.O:..:;L;:....;:S:..:;T~R~U;...:C:..:;T;...:U..:..R;;.;:E~_

Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDFNED -

15%)

Node: _____ 4 _____ Direction:

E-W HO~IZ Flev:

239'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-184

U I cr

~-..

Z D

~~

I-cr c.::

uJ

~

uJ u u a:

....J a:

(f" 1-,

U UJ n...

U1 p~RrCIJ-SEC.

10 G I 0 C. !

n i i J

I i

I i

1. 5 0

,---_,_---;--r--....---,---;--,-~---~-_,____;___,_____:__,___,_c__- - ---y-------,------ -----

1.25 ~---~-_r-~+-~_r++-------~--+__r_+_+4_~+_---_+--_+--+-~+_~~f

1. 00 0.75 0.50
o. 2 5 f------+--_r-+--+-~_+__++----____ir__--+___+___+_+__+____+_t__+__--__+--- -. --+----4-+-+-+-1-1 FREOUENC Y -cpr)

Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%)

Node:

5 Direction:

E-W HO~IZ Flev:

253 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-185

l..J I

cr

",')

Z 0 -.

~

cr c.::

W

....J w

w w

a:

....J cr Ii" i'-

U W

CI-if)

PERIOD-SEC.

10 G 1 0 0_ 1 o '"

I I I

I I

I I

I

1. 25
1. 00 0.75 0.50 O. 25 t-----f---+-t-+-+--f-l-++----t---+--+-+-I--+---I-1---f----------+-----+-------+---

--+-+--+--,f-I FREOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node: _____ 6 _____ Direction:

E-W HORIZ Elev:

269'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-186

U I cr Z

0......

I-cr c.::

W

-l w

u u cr

-l cr Ct' 1-.

U W

c..

(f)

PERIeO-SEC.

10 C I 0 0 I i~i~l~i-t~I~I~~I--~lo-----~i~i

~i~t~i -~i---I--~I-------I~i-t~i--l~i~I--~I--~I----~1 1.25 r------r--~--~+_~-r++------+_--+__+~_+~~~----_4--*_4--4_~4_+4~1

1. 00 0.75 0.50 0.25 F REO U ENe Y - cpr)

Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURF.

Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

7 Direction:

E-W HORIZ Elev:

283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-187

LJ I u:

... '"l Z

0......

t-u:

~

W

......J lJ.J u

u a:

......J a:

cr-I:-

U W

CL VI PER!DD-SEC.

10 C 1 0

1. SO o '\\

I j

j j

I I

I

() 01 I

1. 25 r-----*+---+--r-~--r~r++-----_+--_+--+_~+_~~------4_--+-_4~~_+~~
1. 00 0.75 --

0.50

o. 25 -.---;---+-.-- ----r-c- -++------+---+-_+--t-+-++-t-+---~---l--+--+--+-+-+_+_I 2

fi B

100 F REG U E N ('( - C P ')

Accelera tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDFNED -

15%)

Node:

8 Direction:

E-W HO~IZ Flev:

304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-188

Lj I cr Z

~

~

u:

c.:::

W

...J w

u u cr

...J a:

cr-

,t-U W

CL.

VI PERIGO-SEC.

10.0 I C o I 1.25 r-----~--_r--r_+_~_r++------+_--+__+~_+~~1_----~--~--1_~1_+4~

1. 00 0.75 0.50 0.25 r-----~--_r--r_+_~_r++~----+_---+__+~_+~~1_----~--~--1_~4_+4~1 FREOUENCY-CPS Accelera~ion Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETP.IC ENVELOPE (WIDFNED -

15%)

Node:

9 Direction:

E-W HO~T7.

~lev:

313'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-189

U I

u:

,('I Z

0 --

~

u:

c.::

W

-l lJ.J U u u:

-l u:

Cr'

~

U W

Cl.

if)

Pt:R!OO-SEC.

I C ~

I 0 0 l

.9. ('I I'I-I~I'I~I--I~II'---rl ------,I

~I'I~I-,I~I -'I--'I---~I-----~~I~I~I'I~I~I~I--~I--~I----~I' 1.50 I-------,---.--,-.-II-r,,------.---.-~-.-c-r~------~--~--~--~~~

1. 00 0.75 0.50
o. 25 t-------t----t---t-+-H-t-++------4---+--+--t--+-+-+-+-t-------+---+*---- f--'-

--+-~-+-I 2

6 B

100 FREOUENC Y

-Cp~)

Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

10 Direction:

E-W HORIZ Elev:

332 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-190

10 C

1. 2S U

I c.r

,,"\\

1. 00 Z

0 -

t-c.r Ck::

W

...J w

0.75 u

u a:

...J c.r (r"

t-U W

~

0.50 (j"J PERIOD-SEC.

I C I I I

j I

I I

j 2

Ii 8

100 FREOUENCY -cpr)

Accelera tion Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

11 Direction:

E~ HORIZ Elev:

352'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-191

10 G I. 50

1. 25 U

I u:

1. 00 Z

0.....

t-u:

c.:::

UJ

-1 W

0.75 w

w u:

-1 u:

t-W W

CI...

0.50 VI PERIOD-SEC.

I 0 o \\'

  • 0 01 FREOUENC'f-(P'j Acceleration S,pectra for REACfORENCL.*, CONTROL STRUCTURE Load Case:

KWU SRV ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

12 Direction:

E-W HORIZ Elev:

410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYStS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-192

l.J I a:

II)

Z 0.....

~

a:

0:::

IJ.J

...J IJ.J w

w a:

...J a:

0:::

~

U IJ.J

~

til PERIOD*SEC.

10.0 1 0 0.1 D.OJ r',-jITI'j"'--'j -"'---'j


~,

~I 'j'j-r!-rj -"--~j---'!------~I~j'j~I~I-'I~I--~'--~j----~1 I

H 1.0G G 7S 0 r,G G ~s ~--~---r-r-+-~~++-----+---+--+-4-+~+44------4---4--4-~4-~~

FREQUENCY-CPS Accelera tion Spectra for REACTOR ENCL.


~--------------------

Load Case:

KWU SRV AXISYMMETRIC ENVF.LOPE (WIDENED -

15%)

Node:

159 Direction:

VERTICAL Elev:

177 '

Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPOFiT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A*193

U I a:

.. n z

o r-a:

e::::

w

...J W

LJ LJ a:

...J a:

(Y r-LJ UJ CL (J)

PER!OD*SEC.

JO G I 0 O.!

C.GJ i~I-I~I~I-'I~Ir-~I----I~----~I~I~!~I-'1

-I--~!---I

---"------~I~I~I~I~I~I-,I--~!---,I------.I t

~S r-----~---r--r-+_r1~++------+_--+__+~_+~+++_----~--_4--+_~4_~~

1. 0::: J-----~---r--r-+_r1-+-++-----+_--+__+~_+~+++_----~--_4-+_~4_~~

CIS r-----+--+--t-+-+---+-+-+--+------+---+---+-+-+-+-+++----+--f-+--+-+-+-+-H O. r,o r----+--+---t-+-+---+-+-+--+------+---+--+-+-+-+-+++-----+--+-+--+--+-+-+-+-l O. CG L--.-l--.l~-.-l-LUli __ _.L_~~~~fiL __ L-1~~~JJJJ O. I 2

FREQUENC Y **CP:}

Accelera tion Spec tra for REACTOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

154 Direction:

VERTIC\\L Elev:

177' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-194

U I a:

VI Z

0

~

t-a:

et::

w

~

w w

u a:

~

a:

cr t-U W

Il..

(/')

PER! 00 *SEC.

!O. S I 0 O. !

o O!

i ! i I

i I

i i

I I I i I

I I

i I ! I I I I

I 1

r~o 1.0C; G 75 Co. ',0 G. ~s 1-----t---t--t-+-H-t--I-t---+---+--+-+-+++++---+----4--i--+---+-W-+l

o. GO L __ l_l--;LLUlli ___ L_lljJ~~:b~~~*-=]&~-~jb~lb.="'lI~-~...

~~4I-;1d","~

o. I 2

ij Fi 9

1.0 2

ij Fi 8

10.0 2

4 fi 8

100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

Direction:

VERTIC~L 128 Elev:

201' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-195

U I

(I VJ Z

0

~

~

a.

a:::

w

....J W

u LJ a:

....J a:

CY

~

U W

(L If) r' ~. R ! 00 :, t L.

0.0 I C a C!

I~T-T-T-"--~I


,-i~-' I I

I I

I'-I'~-I-'---T--~

1 rJo

-.-,------- ----~___,__.-,- ---*. -----.--....,.----.

1.0C G I':.J O. r,O O. I 2

n 9

10. CI 2

4 n

8 100 F R E QUE N C Y - L P :)

Accelera tion Spec tra for REACTOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

130 Direction:

VERTICAL Elev:

201 '

Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-196

u,

a:

V1 z

0.....

I-er:

~

LJJ

....J W

u u a:

....J a:

Ir.

I-U W

Il...

(J)

PtR!ClOj[L.

0 G r~!'I-'!II-"--'I--I'--~,----

I Cl


','1' I I

I o !

D.O!

I I I

I I

I

1. OG C. is I). r,O D. ~S r----t--t--t--+--+-t-l-t-+-----+--+-+-++-H-+-~----+---+--+--I--+-+--l-+-l t==~ ~~

O. GG L __ j_J_lll1J1L __ j_JIIB!!!!1~~~1o=3=~~~~LV~I~=

~r:l~'""'I~~~FIIIII~~d~~-

o. 1 2

4!i 9

1. 0 2

Il fi 5

1 0. 0 2

4 Ii 6

100 FREQUENC Y **CPS Accelera tion Spectra for REACTOR ENCL.

Loarl Case:

K~m SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

106 Direction:

VERTICAL Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:

217' LIMERICK GENERATING STATION UNITS 1 AND 2

\\

UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-197

U 1

a:

IJ)

Z 0

~~

r-eI:

0::::

lJJ W

LJ W

IT a-Ct' t-W W

CL VI Pt:.f':!UOSEL_

10 C 1 0 0 1

J 01 I

H

! Cc.

F..;

I] rdJ C.

.r 1 1 1 1

1 -r-1 1

---I --- ------",-,--, --1""'--1

--~---r'--I-T,--,----I---T---- 1------,

O. I 4

6 B

100 FREQUENCY-lpr)

Acce lera tion Spec tra for REACfOR ENCL.


~~~~-----------------------

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

108 Direction:

VERTIC\\L Elev:

217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-198

(.,)

I a:

(/'I Z

0.....

~

a:

Ck:

4J

--J 4J w

w a:

--J a:

(k'

~

u W

lL U'I PERIOD

~EC.

0 G 1 0 0 !

0.01 f I I

I I

I I

I I

! I I I

I I

I I

I I I

I I

I I

I I

1 fJO

1. 00 G 15 O. f,O G ~s r-----~---r--r_+_~~++------+_--+__+_4_+~+44_----_4--~--~~~~~1 FREQUENC Y --lP~l Accelera tion Spec tra for REACTOR ENCL.

~-----------------------

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

104 Direction:

VERrICAL Elev:

239' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-199

l..'l I

IT v'

Z LJ -

~

cr-(£ W

.....J W

u u a:

.....J a:

IY

~

U W

ll-ifJ

! U J

I Q 0 I

'J fjl i 1-'I---'---~1 -r I

I I I I

I I

,--I----.-I----I'I-,~ I I

I

1. r)c

--,---- ~-r_--


r---

1.00

o. IS G. r,O co

~:. t----t---+-t-+--H-t--H----+----t--+-t-+-+-+++-----t--1*-+--+--+-+-++1

(\\.OG 0_1 2

5 g

1. 0 2

6 g

10- 0 2

6 8

100 FREOUENC Y --CPS Accelera tion Spec tra for REAcroR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

79 Direction:

VERTICAL Elev:

253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-200

U I a:

.:.n z o

~

cr Q:::

W

...J W

U U a:

...J a:

cr

~

u w CL V1 P!::.R!ODSEC.

!O G I D O !

0 Gl I~.--r!

I

--"( ''-.-.-'!--'---.,*------~,~,~,-I,-.I-.,-'I--~!--~I------l 1.,c LOG ~----_r--_r--r-+-~_rrr------+---+-_+_4_+~+++_----_4--_4--+_~4_+4~

C./:.,

~----_r--_t_--+--+-t---i_t_++------+----+-_+__t_+_I_+_+4_----_4--~--4__+_~+___4~

Co. r,O ~----_r-_r--r-+-~_rrr------+---+-_+_4_+~+++_----_4--_4--+_~4_+4~

FREQUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

81 Direction:

VERTIC~L EJev:

253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-201

U I a:

If)

Z 0

~

I-CI

~

W

-.J W

u u a:

-.J a:

CY I-W W

u..

If)

iJ

'J lJ 1

'J 'j 1 1 -r--~--I--'---- -i--------Tj-,--j -- T-~---I --,--------,1.....-' '""I Ti--'---'--'--- -.... 1-----,

1 ::'0


.,.----r---c--r-,-,

\\.00 G_ 7S O. r,o O,GO 0.1 FH J/-----'c---'" '-~"""'UJ

-1IiiII~

2 5

5

1. 0 2

6 5

\\ 0.0 2

6 6

100 FREOUENCY-CPS Accelera tion Spec tra for REACTOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

77 Direction:

VERTIC\\L Elev:

269' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A*202

L'J I cr If)

Z 0 -

t-CT c.::

W

.....J W

u u cr

_.J cr (C

I-U W

CL.

\\/')

1. OS IJ 'IS 0, r,O
o. 2S I-----t---t-t-++t-t+t----t---+-+-++-H+~--__+-___+-+__+__t_U__t_I FREOUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.

~-------------------------------------

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

5_8 ____ Direction:

VERTICAL Node:

Elev:

283' Dampinr: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-203

LJ I

0:

If) z o

t-o:

er::

w

_.J U-I U

l..J 0:

..J 0:

cr-t-

U W

(L r.n

. J

. J

~

(j

{), 1

'J J!

I-rill I I,----T-- ------,-i--,-I-,--I---:--I-*-----r---------I--r-t~T---~---r_--1 I

rJo

. ___.-------:-r---.

___. _____________. _____ ---r-,.--

1.,[
1. OC G 'lS
o. r,G (l.GG O. I

-~ -

2 fi S

I 0 2

'i 5

g 10.0 2

6 8

100 FREOUENCY-CPS Acceleration Spectra for REACfORENCL.*


~-----------------------

Load C2se:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

60 Direction:

VERTICAL Elev:

283' Dampinr.: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3,A-204

U I

IT (j1

Z 0

~

t-IT er; W

_..J iLl LJ U

IT

-...l IT cr-t-

U iLJ CL (j1 I

I J rJ '):

1 -'--'-'-1--

1.::,0-----

1

'----T-j' "1--1---, -'----1


T-------I~~--I----r----r------I

--r--;--,-- ---------,--------------- ---------- ------,---------

1. 00 C. lS O. r*,O o

Ie FREOUENCY-CPS Acceleration Spectra for REACTORENCL Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

56 Direction:

VERTICAL Elev:

304' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-20S

U I a:

(J1 Z

0

~

f-a:

CJ:::

w

_-.-l ul LJ LJ a:

-l a:

(Y f-LJ uJ

~

(f)

I - r~--r-'--T--'

I I 1 I I

I 1

I ------

1 T'i-T - 1 1

I I

I 1, SC------- - ----- ---,- -

~-~-~~~

1 H

1. OC

.J

-'S

r. rIG "I(
o. eG 0_ 1 ft ~

f~ =f\\

-..... ~

r-2 S

9 1.0 2

5 e 10.0 2

6 8

100 FREOUENC Y --CPS REACfOR ENCL.

Acceleration Spectra for ---------------------------------------

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

35 Direction:

VERTICAL Elev:

313' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-206

L.J,

IT I,/"l z

o

~

IT fr:

W

-l W

u u

IT

-l IT Cr'

~

u u.J CL I,/"l I' I, :

r j [J

'; ~ l _

! [J

)

t r) fJ J 'J!

,-T I

I

---r---- -, - - ----,-,'--,--,-1---,---,

---r-----,-,I--~l---T----r-____r----l

\\_ rJo


-------- -- r---- ---

-- ------,------- ------r-.--

1 1C

!J. I S ~---+----+--+----+--+-+-+--t-ir-----+---+-+__-+-+-+_+--+---1~---+---+-+--+--+-+-+-4-1 O. r,O 1----+--+-+--+--+-+-4-+--+----------- -t---+-+-_t_+-~~r----ft--I-\\-t--+-+___t__+_+_+__t__I

,~~

V-r-h

~

O.GO 0_ t V-I-...,

V-+-h

~

lrf-h

/

~

~'/

~~ d

~

~

/"~ J

~

~ 1"" FREOUENCY-Cp C)

Accelera tion Spec tra for REACTOR ENCL.

Load Case:

KmJ SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

43 Direction:

VERTIC~

Elev:

313' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-207

LJ,

a V>

z o

f-a Cr:

w

_.J uJ u

l.J a

I '~

~: : l ~~)

',~ l I

,- r j--r--j-r-,-- --r--- - -j---------- - -- ri-r--j----,----I--r-,---T-- ------iT--,,-1,---,--l----r-----------,

1_ r.)(1 ----------1-------


~------ --------- ----------- ----I----r----,------------------------

1.0G G is C. r,C c:

-,r 1----+----+-+--- --+-+--+-+-+------~-___+-+__+__+_+_+_+_iI__--_+_-_+-_+__+___+_+_+__l__1 r-----~--~--~+-+4-+-~~------~---~~---r-r;~++---_=~~~~-~~~~1 jf=F[\\ eQ

~];=r\\~____1 III

.-V 1

l--.-.-.......L 1 C. GO I _____ ~

__ ~

.c--. __ ----- _________.-l._..-l!!!!!!!!!!!~~l-LUL __

--.L_--.l_.l_.L__LLCr-t::l~

2

~

S G

1 0 2

~

5

'3

10. 0 2

4 6

g 100 o I FREOUENCY-CPS REACfOR ENCL.

Acceleration Spectra for


~-------------------------

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node: ____

2_1 _____ Direction:

VERTICAL Elev:

333' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-208

U I

IT (f1 z

o t-IT U::

W

  • ..1 ul U

LJ IT

l. 'H 1.0::;

G*

'J i

)

II

__ ~f--

......-'.-_-'-----'_'---'---J-~-'-.. _____

_'---'-L ____

"--_..l----'-----'-~--'--'--l-..J 0.1 2

5

'3 1 G 2

Lj~)

'3 10.0 5

8 100 r REOUE NCY **CP 'j Accelera tion Spec tra for REACfOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE

(~TIDENED -

15%)

Node:

33 Direction:

VERTICAL Elev:

333' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-209

LJ I

IT

(/"l z o

~

IT CL uJ

.-1 uJ LJ U

IT

_.J IT cr-LJ u'

u..

VI

~ ; J

'J (J

1 J

'J 1

, I,Ti'-T-,----r----

I

- ------- riT-i

'T ---j-" -r-----T---- --- T------ ---1-'-1' -'--T--r---, -----1 I ')C

--~ ---,--

t H

I I

1. C !::

1----I---+--+----+--I-+-~--+--+-----_tI----t---t----+--+--+--1--+-+------+----+--+--+---+---I---+--+--I I

~~;.

(

~---~--~-+-+-~+-~----__1---~--~.-~4-~~-----+--4--~~-~~j i

0_ 1 I

i I

I I

I I

I I

I ffi ~

I I

I I

I i =~~

I I

I W-I dI!f" I

i i

1 1'--

2 Lj ri

'3 1 0 2

Lj f.)

5 10.0 2

4 6

8 100 F REO U ENe 'r' -. ( P S Acceleration Spectra for REACfORENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (\\HDENED -

15%)

Node:

9 Direction:

VERTIC~L Elev:

352' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-210

L) 1 a:

z o 1-a:

CL:

w

---1 W

U U a:

f': '\\ ! ~llJ -'

L _

1.0C; G 7 S f-----f-----+-+--t--t-+-t-t-r----f----+-+--t--t-+-+-+-r----+---+-+--+-+-+-+_+_I H<EOUENCY--CP,)

Accelera tion Spec tra for REACfOR ENCL.

Load Case:

KWU SRV AXISY~ETRIC ENVELOPE (WIDENED -

15%)

Node:

13 Direction:

VF.RTIC\\L EJ ev:

352 '

Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-211

U I cr

"I z

o

~

u:

a:::

w

_..J UJ W

U u:

-.J a:

c:r

~

W liJ (l..

(f)

PtRIOOSE:.C.

~ 0.0 1 I) o :

a Cl i I I I

I I

I I

I! I r

I I

I 1. 0::; 1----+--+--+-+-+---4-+-++---+--+--i--+-+-++-+-+----+----f--+--+--+-+-+-+-I FREQUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

129 Direction:

VERTICAL Elev:

201 '

Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-212

l.J I a:

VI z

o

~

a:

a::

uJ

...J W

L.J U a:

...J a:

CY

~

U W

CL I/)

.' t f\\ ! 0 D ~ t C.

0 G 1 (1 0

~

I i I

I Iii i I

I I

I i

I I~---T'I--~~,-T

~.--~--~~~

I. 0C t-----t---t--t--+--t-t-t-+-t----+----t--+-+-+-+-+++----+---f-+--+---+-+-+-+--l Co

., OJ t-----t---t--t--+--t-t-t-+-t----+----t--+-+-+-+-+-++-----+---f--+--+---+-+-+-+-I IJ r,G r-----+--t--t--+-+-+--+++---+--+--+-+--+-+-+++----+--f-+--+---+-+4--+-l D_ 1 G

g

!. 0 2

f) 8

10. Q 2

f) 8 100 FREQUENcy--cpr)

Accelera tion Spectra for REACfOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

107 Direction:

VERTICAL Elev:

217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-213

U I a:

z o t-a:

fr::

w

--l W

U l.J a:

!C S J

I]

G. G 1

-'j-ri-T -i---T----i---------- 'T'I'---;--r--, ---r,

---~,

~I-,~, -,--,-- ~I --r---1-~

  • ----~-------r~--r~-~-T,_---*--._--._*_.~~~~~-------~---

1 H

I. G::; t----+--t-+-+-+-+-t-t-t-----+---+-+-++-~_+_~--_I_-___+-_+__+_+_W_W r:

I S t----+--t-+-+-+-+-t-t-t-----+--+--+-++-~_+_~--_I_-___+-_+__+_+_W+I C

l(

O. I FREQUENCY-CPS Acceleration Spectra for REACfORENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

80 Direction:

VERTIC~L EJ ev:

253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-214

U I cr If' Z

0

~~

~

cr 0::

W uJ U

U cr

...J a:

e,(

~

u UJ CL I.f) 1 f; t ~

')

, j 1

'J

'J:

I '---i-,--,---,--j--r-----i----------rjTj-,--T---'--j----,------ -----j-Tj--r--T---j----i-T-----r-----i

1. r)G

--. ---r--- ---------.--- --.----~ ---- r-- ----,------,--


~---- r--,-,--.-- -

1 H

1.0D C 'IS

o. r,r, G.GD o I ------

2 6

'3 100 FREOUENCY-CPS Accelera tion Spectra for REACfOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

59 Node:

Direction:

VERTICAL Elev:

283' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-215

LJ I a:

(j')

z o I "

d J

J 1 1'1,- r--I---r--I-,.-----I------Ti--~~'--:-I-----,i--'--------:i TiT j-- 1---,[

---:--'-T---~

1. SO -----""------- -----'-----,---------.. -

1 H 1-----+----'- ---- --

-, - -f- -----t---t---t-t--r-t-t-++----t---t----l-t--I-+-+-+-l 1,[\\Ci 1----+---t-+--+--t-+-t-t-t----+--r--t--t----+--l-1-+-+-----t---4-+-+--+-+--4-+-l r.;

IS --------- ------ -

~-~- -f------~---+--+--t--+_+_+__1r+----+---+-_+--+-+-+-+-4-1 0, r, 0 1-----t----t---+--+--+-+-t-t-t-----+---+-+--+---+-+4-+-~--_+--+-+-_I_-+-+-4-+-1 c;

',e r------- --f--- --- f---+-++-t-----j--t---+-_+-+lIIf+-+-+~II----__l_+l--~_+__+_+_I_+_+_1 FREOUENCY-(P'l Accelera tion Spec tra for REACfOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

54 Direction:

VERTICAL Elev:

313' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-216

L)

I IT (j) z o r-u:

CL W

...J lJ.J LJ LJ a:

I': " !. J iJ

_ ~ l I

f, J

Jl Iri-'-i-'-,---r---- -;--- -- -- --'jT-i'-i-'----j---- T - ----------,i -;--, --,-

i-t r;G -----------1--------


~---- ------- ------ --- ----

\\ l' f-------+------+--+---+--+--+-+-t-f----+--4--+---+--t- -+-+-----~----t--__+_---+---+_+___+__1~1

! c:::

-I-f---- ----------j---+---I----------<>------4--C--

- f--------------I------

--c----+---+-+--+___+___<

f------+---+---+--- ~- --f-- -- ----------+---+----I---+--+--~_+_+_I__---- -

--+--+--+-----1--1-1 C r,G ------


+----+---+--+-t-+-+---~--------- ---- --- __ ---'-____ J.. __.....---=I-:-,,_ ""----


---- ---t~--t----+-1H

(,

J:-

.~f,

0_ t 2

F REO U ENe Y - C P ()

Accelera tion Spectra for REACfOR ENCL.

Load Case:

KWU SRV AXISYMM~TRIC ENVELOPE (WIDENED -

15%)

Node: ____

3_2 _____ Direction:

VERTICAL F.lev:

333 '

Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-217

U I

a lf1 z o cr U::

W W

u U

cr PI-I, I tJ[J

.:;t C.

10

'J 1 rJ

,-'i,-,-T--i----,-*----i. _. --------r--r-r, I i

1 rJo. -----.-----

-- -.- ----r I

H 1.00

!J Ole G.CO O. I v ~~

--~t__+_t_+_+_i-I 2

3 1 0 o.j 5

3

10. a 2

6 8

100 FREOUENCY.. (PS Accelera tion Spec tra for REACTOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

12 Direction:

VERTICAL E lev:

352 '

Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-218

u,

cr

\\Jl z

o f-a:

C%:

w

-..J W

U U a:

" : r~ [ll,J :. l i _

I 0 I;

t

'J ';:

i '-JTl--r-, ----,--

I I I I

I I

I

---~T-~-TI--'------r-I

! 'JG ------- ---- -----,-- ---r----------r------ --------- --------- -

I I 'r

~-----+----+--+-~4-+4--++------4_--~--~+_~~++------4_--~---~+_~~+1 ICC 1-------+--+---+--+--+-+----1-+--+-------+----+--+--+--+-+----1-+--+------+----+--+--+--+-+----1....-+--1 c., S

~---_+__-----4---- -/--/-- -+-++----+-----+---I-+-+------J-+-++-------+------t-----I-+--+------J-+--H

\\}. r,O I-----+-----+---+---+--+-+-I--+-+----+----+--+---+--+-+-I---+-+-----+-----+--+---+--+-+-I-+-l G.r f------I--------- ------+-----+--+-+-+--1 H\\cuut NLY-U-";

Accelera tion Spec tra for REACTOR ENCL.

Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

6 Direction:

VERTIC\\L Elev:

410' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-219

U I a:

z o

~

a:

0::

w

.-J W

U U a:

..J

,a:

0::

~

U IAJ IL U')

PERIOD-SEC.

10.0 1.0 0.1 0.01 j,,,,, I,,

,,,,, t I,,

,, I I I I,,,

3.0 2.0 ~--------~----+--r-r-r~14------------r-----r-;-~~~++---+~~~--+'-+-~~H fREOUENCY-CI'S Acceleration Spectra for CONTROL STRUCTURE Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

19 Node:

Direction:

VERTICAl, Elev:

217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-220

U I u:.,..

rtf,! (jU -~t(_

Ie IJ I r,

,/...

I) I 0 IJI

,-'--,I-j-"- -- j--"--- T-------r'j-l,-:r-j-..,--'----T---

"'" -r---r----,'---..,----,

J _!liD r--------,. --. -----r- ----------.-

!. 2S 1-----t---t----f---t-t--1-t +t----t---.. -~--- -r-' --r- -t----I---I--+---.-*t-+-t-4H J. 00 I-----f---+--lf--t--jl-t--+--<H-----II--~I---f---f_ - -t-++----t---+---t--t--t--t-t-+-I V-O. 'IS t---- ----+-+--I---t---ll-+--H--*--, --. --- -I---~ ---r-t-t--II'--

I~

,~

O. CiO 1-----t----t --t--+-+--t-+-++-----I-----+-I-1r-t-t--H-f--I.'(-r-=n-;,"--t--II---t--t- __ c-O. lS 1-----t---t--l-t--tf--t--+-iH-----t----t----t-t----if-t--i-t -+-.,___

r-h\\

_\\.

l ~h

,~:=~ ~~t;

!l,

  • 2 f,

0 100 Acceleration Spectra for CONTROL STRUCTURE Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (HIDENED -

15%)

Node:

19 Direction:

VERTICAL Elev:

239' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-221

U I

U.,..

z o t-a I&J

...J UJ LI I.J U.

,!,'.!..,\\I un. ~EC.

IU Ij

J

r.,

0 01

.-r**j--r.--r--j - *r----,------'-.*l-,-,-.---.--, ---I

-*..".-r:.-;

I~,~,:--_,I---.I-----I

l. <;0,-------.--.-----

-*--r~------.--.--.... -.---;-,----

!. lS ~---. ---t--+-+-t--t-t--t--t----I---+*-+-+-+-I-+-++---+----l---l--I--t-t--t---t-i I

L 00 I----+--t-+-~+++----+-f--t--f--+-f-H-~fr--Il---+-t-~-W-I r-0, 15 1----t---t--jI-t---1I-+-+--I-I---~I--- -- -I- - -1-t---1H1jl--IH\\--I--+-t--t--+-ir-H V-D. 'i0.------+---+--,I-~~~-J-I----- ---- --

-*~-~--l--"I- -v=~

1--1-+-+---1-1--1--1 D..IS._-- ------4-+--,--

~

6 0

100

~ "lOllt' '~r y -C~S Acceleration Spectra for CONTROL STRUCTURE Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

19 Direction:

VERTIC~L Elev:

254' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-222

U I a:

II" z

o I I I **

I C :11 Ill')

1.0

!

  • I.* !

I o I Il I I

I I

I

!. lS t-----t---t--+--T-4---I-+-++-----I----- --- -

- I- -I- -----<1---1 -- ---I-- f- _ 1_

~_ 15

-- 1 O-~

LN I-0.'10

=-~

rr

\\

II\\...

~

~

0.25 1-1--~~

~

f-f-:-I f-I--

'/

t:::b:-

!L:)O L-

~-,

2

~

'j II S,

1 Ii,

10_0 100 Acceleration Spectra for CONTROL STRUCTURE Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)

Node:

19 Direction:

VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

269'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL. SRV AXISYMMETRIC FIGURE 3A-223

U I a III Z

0 -

to-a III:

UJ

...J UJ u u a

...J a

It' U

UJ

"-en PERIOO-SEC.

10.0 1.0 0.1 0.01 I I I I I

I I

r r I r r *f' T r

I I I I I I

I I

I I

I 3.0 r-----~--r-._._Tl;rrr----_y--_r_.~_r._rr~~~~~~._~~~~:

r-2.0 r-~

I.S I~

1.0 v,

~

...... -='==

~

~

~~

'I 6

B 1.0 2

'I 6

8 2

II 6

8 100 10.0 fRE~UENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Load Case:

KWU SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

19 Direction:

VERTIC~L Elev:

289' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETR'IC FIGURE 3A-224

U I a:.'

z o

P~RIOO*:;EC.

1 I) 0.1 o ')1

  • i I

i i

i i

I I I I

I 1

1 I,

I i

I I

I i

. ~REOUENCy' -'CPS Acceleration Spectra for CONTROL STRUCTURE Load Case:

KWU-SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%)

Node:

19 Direction:

VERTICAL Elev:

304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-225

U I <<

VI z

o rlRJOD**~fC.

10.0 1.0 0.1 0.01 I I I I I I

I I

I I I I I I I

I I

I I I I I I I I

I I

i l.O 1-

~I\\

-~

1.0 r-----~--+--r~~~~------~-1~4_4_~~~---1I~_44\\~_+--~~~~~

r~~

0.5 ~----+---+-~-r;-r+~------I--~--+-4_~~~I-JI~-4~,~+--~~~~

~ =~ ~I/

\\.... £~\\~f--

_~e:::=:P 0.OO~.-I----~2---L~~~~6~~8~1.-0----~2~~~~~~~6~~O~ILO-.O----~2---L--~L-~6LL~O~100 fREOUEttC~-Cps Acceleration Spectra for CONTROL STRUCTURE Load Case:

KWU-SRV AXISYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

19 Direction:

VERTICAL Elev:

332*'

Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-226

L.)

I a:

..n z o

~

a:

ex:

w

--l LLJ U

U a:

--l cr

[r""

~

u w pr:.RIOD SEC.

lC 'J t.0 I I I I

I I

I I

I I I I

I I

I I

I I

3.0 2.5 1------~--~--r-+-~-~++------+_--+--+-+-+~~~----~--~--1_-_r-~r+~

2.0 ~----~--~--r-+-~~++------+_--+--+~-+~~~----~--~--~~H-~-rl I/~~

1.5 1------~--~--r-+-~~++------+---+--+~-+~~1_----~--~--1_~14(~-+~~

~

1.0 ~----~--~--~+-~~++------+---+--+-+-+-r+++-----~--~--+-~~~W-I

'(

1\\

j l)

~

~

~

5

'3 10.0 2

~

6 6

100

~REOUENCY-CPS Accelera tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%)

Node: ___ 1 _______ Direction:

HORIZ N-S Elev:

177'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL.

CHUG ASYMMETRIC FIGURE 3A-227

L)

I a-U' z

o

~

c.r:

CiC W

.....J W

U U a-p:.r~ 100 *SEC.

10 S 1 Q o '::1

~~I~I~I~I--~I----I------~I-I~i

~I-I~I--~I

--I~--~t -------I

~I~I~I~I-.I

~I--~I---rl------I

1. 25 I-----_+_---t--t--i---f-+-* f---f- --------+---+--+~-+-+-+_++------+----t----1f--r---i_+--+--i_i O. 75 I-----+----+-_+_ -+-+--+-t-++------+---+-+-+-+-f-++-+-*----+---+---t--,.......~r/.-t--'M\\rlt-+-i I,-JVr-~

0.50 ~---~---+--~+-~_+_++-----+---+-_+~-+_+_~~----~--~--~~==~~~

'('

I' 1(,

V

~

0.25 1------~--~--~+-~*~++-----+--+--+_+-+*~~r+_----_+-~-._1_~~~,

~REOUENCY-CPS Accelera tion Spectra for REACfOR ENCL., CONTROL STRUCTURE Load Case:

CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

2 Direction:

HORIZ N-S I

Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

201 '-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3'A-228

U I a:

U>

z o

t-u::

0:::

UJ

-.oJ UJ U

U a:

rn f<! UO SEC.

Ii) G I

i)

I 0 "I I I I I

I I

I I

I


r-rt-'--I I

I I

1 1.25 r-----_r--~--r-+-r1_r~-------+_--+_-~_+_+~~~+_----_+--_4--+_~~~~

1.00 r-----_r--~--r-+-r1_r++------+_--+__+_+_+~~+_----_+--_4--+_4_+_~4_1 O. "1 5 I------+-----+---I--+-+-+-+-++------t------t---t--+-+-t-t-++------t-----+---+--+-+-I-+~

0.50 r------r--_r-r-+-r1_r++------+---+__+_+_+~~+_-----+--_4--+_4_+_~4_1

/\\

rr~

I/\\,=-,

1/

,\\....

0.25 I------+----t---I--+-+-+~-++------+---+-~-*----~~+~~------~--~~~-~~~H

~REOUENCY-CPS Accelera tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

CHUGGING GE700 SERIES A~YMMETRIC ENVELOPE (WIDENED -

15%)

Node:

3 Direction:

HORIZ ~-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

217'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-229

LJ I cr Vl z

0

~

I-cr e.:::

w

-l w

LJ LJ a:

_..J cr (Y

I-LJ I.J.j (L

..n 1C

~

! 0 C;

1 C ~!

I-~i

-,~I--,

~I~-,--~I

--~,------~,~,~,-,-~,--,~,--~I--~I-------i~i-,~,

~I-rl--,--~I--~I------l

1. 25
1. 00 0.75 r-- -

-~.

0.50 0.25

~REOUENC'Y -CPS Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case:

CHUGGING GE700 SERIES A~YMMETRIC ENVELOPE (WIDENED -

15%)

Node:

4 Direction:

HORIZ N-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

239'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-230

LJ I

cr VI z

0

~

r cr CI::::

W

-l lJ.J W w cr

-l cr (r'"

r w w

Il..

Vl PE.R!OD Sf-C.

to ')

f) or,

---I 1.25 ~-----b--+--~+-~~++------4--+_-+-4-+-*~++-----*--~-~~-+~4-~

1. 00 0."15 0.50 0.25 1------r--r--r-+-~_r~----+_--+_~--+-+~+4*~-----_+--_+--+_~-+_~_+~

~REOUENCY-CP5 Acceleration Spectra for ___

R_EA_CT

__ O_R __

E_N_C_L_.~,_C_O_N_T_R_O_L~S_T~R~U~C~T~U_R~E ____________ _

Load Case:

CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

5 Direction:

HORIZ N-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

253'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-231

LJ I

CI

>.f' Z

0

~

~

(.[

U:::

W

-l ll.J W

w a:

-l

(.[

(k'

~

u W

0...

Vl P~R!O!J SEC.

10 'j 1 0

'J 1 0 S!

I I I

I,

I,

I I

I I

I,

I i

I I

I I

1. SO
1. 00 0.'15 0.50 0.25 1-------r---+--~+-~~++------+---+--+-~-+~~~----~--~--*4_~~+4~

b==~

0.000Ll----~2L---~-4~~sL. ~5Llll.-o-----2~--~_4~~sl. JL5111Io~.~o~~~2~~~~4~~6~+/-;dd~00

~REOUENCY-CP5 Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case:

CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

6 Direction:

HORIZ ~-S Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:

269'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-232

U I cr Ul Z

0

~

I-eL c.::

liJ

-.oJ Ii) u u cr

-.oJ cr cr-I-

U W

Vl 1 ()

Q !

o S1 1.25 I------~--~---~~-~~++-------+----+--+~*-+-~-++-------~--~-~-+~~~

1. 00 O. '15 O.SO 0.25 1------~--~-4-4-4-++4~-----+---+--r-+-r---~~-------~--~~~~+4~

~REOUENCY -CP~)

Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case:

CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (vTIDENED -

15%)

Node:

7 Direction:

HORIZ ~-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

283'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-233

LJ I a:

..n z

0 -

~

a:

c.::

liJ


l liJ L)

LJ a:

~

a:

(r'

~

LJ liJ Ul p ~ f< r () ~J

'J II.

10 'J I~-I i i i I

I. SO r-

-,---,---,--;-,--,.------r--~-,


;-----.----,---~r------;--,----;----,---,----;--r-

1. 25 I----t----t---- ---

- - f--

-- ---- ------ ---- ----+-4-+-+-+--+--+--------+----i--+---+--+-+-+-+-1

1. 00 0.15 I-- -

-- - r-------

0.50 0.25 -----l----4--+--+--l--- i-I-t- ----I--------l---4--+--+-+-+-+-t----+----+---+-t----t-+----t---lH

~~

0.OOO~I----~2~--~-4~~r,L-~5Lll1_-0----2~--1--41-1-r-~lJL5~*1l10=_~o~~~l2~~~~~~~5~~9JjlOO

~REOUENCY -c.P~

Accelera tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

8 Direction:

HORIZ N-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

304'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A*234

LJ I a-If)

Z 0......

t-CL CJ:::

W

....J w

u u a:

....J a-D(

t-U W

CL.

Vl 10 :;

I~I, i I

1. SO

~---,--

1 (]

G S~

i

---r--r---l r-c-r-

1. 25 1-----+----1----- f---- -+-+-+-++-------+----+--1---1-+-4-+-+-+- ---- -

--f-----I--+---1f-+--+-4H

1. 00 0.75 0.50
o. :2 5 I-----+---+---+ -+-+---+-+-+-+----+---+-+--+--+--+-+--+4~---+---_+___+___+___+__+_~

c=~

0.00 ~----JL-JL-~~LJJLll ____ ~ __ ~~~~JLll~~~~~~~~~~~LlJJ 0_ 1 2

'4 S

5 1 0 2

4 S

5 10.0 2

'4 5

8 100 FREOUENCY-(P~)

Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

9 Direction:

HORIZ N-S Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:

313 '-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-235

LJ I a:

if)

Z 0

~

r-IT U:::

W

-l I..i.J U

u a:

-l a:

cc r-u w

(L VI f' ':. R ! [j ~J SEC.

Ie s I ',-'-,

I l---r*---I

1. 25 I------+--_+_- +--+--1--+-+-+- _. __

+-+-+-.+--1f-+++----+----+--+---4--+_+_~

1. 00 0.75 0.50 0.25 1-----r-~-~+_~~++---+_--+__+_4-+~+44_---_4--~-4_~4_+4~

Acceleration Spectra for ___

R_E_A_CT __

O_R_E_N_C_L_.~, __

C_O_N_T_R_O_L __

S_T_R_U_C_T_U_R_E ____________ ___

Load Case:

CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

10 Direction:

HORIZ ~-S Elev:

332'-0


~---------------

Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-236

U I a-U>

.z 0 -

t-a-u::

llJ

.....J I.J.J u

u a-

.....J

. u:

Cr' t-U W

0..

VI to ';

I~III I

I I I~I I I

I I

--I'IT-i-r-,---r----r------j

1. SO

~--~---r-~-.J--,---r--,.-------,----- r-- ---T- -------------- ---,---- -.--,--

-~

1. 25 I-----+----+----r-- -- - r-r-' -----+---4--+-----+---+--~.. -I---I--- -----

---+--~-+-+-4____+__l

1. 00 0.'15 I----- f-- f-.

0.50

o. 25 1----+---+-+--l--4---t--+-Hr--.---+ ----+----+-----+-----+----+---+-+--+-------- ------

---+----+--+--~____+__l

~REOUENCY-CP')

Accelera tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

CHUGGING GE700 ~ERIES ASYMMETRIC ENVELOPE (WIDENED -

15%)

11 Node:

Direction:

HORIZ N-S Elev:

352'-0


~~~~---------

Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL, STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL.

CHUG ASYMMETRIC FIGURE 3A-237

U I

IT V"I z o

~

IT er::

w

--l uJ U

U IT

r. r,

~

.J.

T-l'i-T-, -

1 -,--------, -., -,--"-, -.-, -I

-..-, ---r---I

1. 50

..-----~-_.____,_---r--~---------------T---,---.----,--r--:-r- ---.,---,---.,.----,---,--,----.,--.-

1. 25 1----+- -+--+--t--+---t--f-+--I--------

+---+-----+----+-~ -.~++-+__-----+_--+__--+--_+__I___+__l_J.....I

].00 r----r--r-r-+_~~++---+_-+-_+~_+~~~--_4-~-+_~4_~~1 O. '15 I----+------+-~+_+--+_+_++---- - ---- --- f---- --t---t--I--t-t------+---+--+---+-+--I--+-+--I 0.50 ~--~--r-r_+_~~++---+_-+-_+~_+-~~~--_4-~-+_~4_~~

O. 25 1---+----+-+--+---+-+-+--+-+---- -- -- I----+-+-t--+-+--+----+--+----+---+-+-+-+-H

~ REO U ENe Y - C P c)

Accele ra tion Spec tra for REACTOR ENCL., CONTROL STRUCTURE Load Ca~e:

CHUGGING GF.700 SERIES ASYMMETRIC ENVELOPE (WIDENED -

15%)

Node:

12 Direction:

HORIZ N-S Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

410'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA. N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-238

U I

cr 1/"1 Z

0 -.

t-cr:

0:::

W

...J w

w w

cr:

...J cr:

cr-t-

W w

Q..

V'l P~RIOD*SEC.

If) S

! IJ I I I,

I I

I I,

I I

I I

1.25 r-----_r---r--~+_~_r++------+_--+__+_4_+~++4_----_4--~--4_~~~~

r --,

1. 00

\\..1 r --, '-,

0.75 r-....., '-,

r--\\

'\\

0.50 r-,

I r\\

~REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENF.D -

15%)

Node:

1 Direction:

HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

177 '-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG 'ASYMMETRIC FIGURE 3A-239

U I

cr V'

z o 10 S I I I

I I

I I

I

1. 25
1. 00 0.75 f~R!OD*SEC.

! 0 I

\\

r-"

C. 'J!

r--""

0.50 ~----~---r--~+-~~++------+---+--+-4-+~+44------4---4--~~~~~'

\\

2

(';

!3 I 0 2

0.00 O. I 4

5 g

10 0 2

6 B 100

~REOUENCY-(PS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

ASYMMETRIC CHUGGING GE 700 SERIEf. ENVELOPE (WIDENED -

15%)

Node:

2 Direction:

HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

201 '-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-240

LJ I cr z a t-cr a:::

lLJ

...J lLJ U

U cr

...J cr Ik' t-U I.lJ a..

IJl r~R 100 -SEC 0 10 r; 1 fJ IJ S!

I II '

1

~'----I

--~-I'~r-I-r-I -,--,


:--r-~IT-:-I-.,..'--rl---i 1.25 I------~-~--~+-~~++-----+_-+__+_+_+_r<+~---_+-~--~~~~~

1.00 ~----~-~--~+-~~++----+---+--+_+_+_r~~---~-~--~~~~_rl Irf--.

00 '75 1-----t----t---t--+-+-t-t-++----t---+--+--+----t--++-t-t---__t---1--t--Jr-r-t-t--t-l 0.50 ~----t---+---t--+-+-t-r++----+_--+_-+~-+-r++~----~-__t--~~;-~-rl

~REOUEN('(-cr')

Accelera tion Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

ASYMMETRIC CHUGGING GE 700 SERIEf ENVELOPE (WIDENED -

15%)

Node:

3 Direction:

HORIZ E-W Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:

217'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-241

U I

cr V1 Z

0 -

~

cr cr w

~

w LJ LJ cr

~

cr Cr'

~

LJ W

V1 11J S

! G

"~-I~I

--I--~I ---1------

P':R!OD*SEC.

1.25 ~----_r---r--~+_r1_r~------+---+__+_+_+~+++_----_+--_4--+_4-+-~~

I. 00 0.75 0.50 0.25 r------r---r--~+_r1_r~------+_--+__+_+_+~+++_----_+--_4--~~4_+_~~

~REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -

15%)

Node:

4 Direction:

HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

239'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-242

U I

cr IF' Z

0 -

~

a:

a:=

lL.J

...J lL.J u

u a:

...J a:

r:r-

~

u lL.J (l.

IJ")

P'::RIOD-SEC.

If) S I)

C <',

I~~-I-'----'-I----'-I

~I-"'I~, -.1----:-,---,1---:-1----,1----,1-"11-1 0-1 --r1--C-1 -I.----r-I --.-

1. 00 0.75 0.50 0.25 1----~-~--~+-~~~----+_-+--+_+-+~+++_--_+--_4-+_4_+_~44

~REOUENC Y -Cpr)

Acceleration Spectra for REACTOR~~CL., CONTROL STRUCTURE Load Case:

ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -

15%)

Node:

5 Direction:

HORIZ E-W Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:

253'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-243

lJ I cr IF' Z

0 -.

t-o:

a:::

w

..J w

w w

a:

..J a:

Ct' t-W LLJ CL IF' P':RIOD*5EC.

10 S

~

lJ S !

0 S!

~I 'I

~I'I~I-'I

~I--'I--'~I------'I~I-TI~I-'I~I-'I--'I---'I------~I"~I-rl

~I-'!~I--'I---'I-------l

1. 25
1. 00 0.75 0.50 0.25 I------~--~--r-+-~~~------+---+--+_+-+~+++_----_+--~--+_~+_r+~

~~

-~

0.00 L-----~2L---L--L~-L~~L------L--~--~~~~~~~~~2--~--i-~~Li~

O. I 4

5 8

I 0 2

4 5

8 10 0 4

6 B 100 Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

ASYMMETRIC CHUGGING GE 700 SERIEf. F.NVELOPE (WIDENED -

15%)

Node:

6 Direction:

HORIZ E-W nampin~: 0.005,0.01,0.02,0.03,0.05 Elev:

269'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-244

L.'l I cr If")

Z 0 -.

t-cr Ck::

W

-.J w

u u cr

-.J cr cr t-U W

!l-If")

P~RIOD -SEC.

1.25 1------_r---r--~+-~_r++------+---+--+-4-+~++~----_4--~--+_~4_~~

1. 00 0.75 0.50 0.25 I------~---r--r_+-~~++------+---+--+-+-+~+++_----~--~--+_~+_~~

II"

_~

~~f--""

~~~r__

o 00 c---___

L __________ '- -~--

--- -'--- '-----_J-_...L-1_LJ--1.lJ~~~~r:::::::.-.LJ...~-LlJD:::i

o. 1 2

Lj 5

5 1 0 2

Lj 6

!3 10 0 2

Lj 6

B 100

~REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

ASYMMETRIC CHUGGING GE 700 SERIE~ ENVELOPE (WIDENED -

15%)

Node: ___ 7 _______ Direction:

HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

283'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-245

~

I ex If>

z a

t-o:

~

W

..J W

u u

ex

..J ex (k"

t-U W

Q..

If>

P~R I OD,SEC.

11) S

! 0

'J o ']1 1-'i '-j-T-T---r---,

1 1 1 I I

I j-------r 1.')0 r----~--n

1. 00 r----

I I

o. '15 0.50 o.oooL,-t ----J2--~--14~~5~lg111-o----~2--~--~~~5LJ-gLLILo~o~~~2~~~~~~bd6~~BJdl~O I='REOUENCY,CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURF.

Load Case:

ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDF.NF.D -

15%)

Node:

8 Direction:

HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

304'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-246

LJ I cr Vl Z

0 -.

~

cr It:

W

-l W

u u cr

...J cr (k'

~

u W

Q..

Vl 10 S 1 0 I, I I I I

I I

I. SO P~RIOD*5EC.

G !

0 S!


~I~I~I'I~I

'I'-~I --~I

--~I------l

'--TI I

1.25 r------r---r--r-+-r1-r++------+---+--+-+-+~++4_----_+--_4--4_~~~~

1. 00 O. '/5 0.50 0.25 r------r---r--r-+-r4-r++------+---+--+~-+_r-r++_----~--~--+_1_+_~~

~REOUENC Y -(PC, Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -

15%)

Node:

9 Direction:

HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

313 '-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-247

W I

cr

\\1'1 Z

0 -

~

a:

Ill::

UJ

.....J UJ u

u cr

.....J cr cr

~

u UJ Il.

\\1'1 P'::RIOD-SEC.

'0 Q Q

,-'-,T-I I

I I

I

--'-1'1' I

1. SO r------ ~-- ------ ---.---.--------.----,--.-..,.--;-,-..-r----.----r----r-,--.--.-~

1.25 r----r--r-r--+-~_r++----+_--+__+-+-+~++4-----~--_4--+-~~~~

1. 00 O. '/5 0.50 0.25 I-----_r---r-~+_~_rr+---+_--+__+-+-+~+++-----_+--~--+-~~~~

.::==~

0.00 ~----~2~--~J.L~~~Ll1----~---1--L-1-~Llll~--~~~~~~~~~JJJ 0_ I 4

6 9

1.0 2

4 6

9 10_ 0 2

4 6

B 100

~REOUENCY-(PC; Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

ASYMMETRIC CHUGGING GE 700 SERIE~ ENVELOPE (WIDENED -

15%)

Node:

10 Direction:

HORIZ E-W F,lev:

332'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND-CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-248

LJ 1

a:

1/1 Z

0 --.

t-o:

Ck:

W

-.J w

u u a:

-.J a:

C!:'

t-U W

(L 1/1 P~RIOD*SEC.

10 ~

I)

G

~

IJ S!

.-,----,.-----.,,-----.,-:,---.-, -I -''---',-..--, -,"---"--1 ----I

-r-,...-\\ --'-'--, "--,

-'--~-I

1. SO.-------r---n
1. 00 0.75 0.50 0.25 1------~-~--~+-*~~~------+---+--+_+-+~+++_----_+-_4-+_~+_~~

0.000L_-l----~2~--L--4L-~~6~-BLllL.-O-----2~--L--4L-~~6~8~~lO=.~o~-~2--~--~4~~6==~6ddlOO

~REOUENCY--CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -

15%)

Node:

11 Direction:

HORIZ E-W Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:

352'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-249

LJ I a:

l/1 Z

0 --

f-a:

cc w

-...J w

u u a:

-...J a:

cr-t-

U LLJ Q.

l/1 r~~R I 00 *SEC.

10 S

! Q o 'JI I

1.50 ~-----C---'-~~I~-.~~-----.--~--.-~.--,,~r-----~--~--~~~~~

1.25 ~-----r--~--r-+-~-rr+------+---+--+_+-+-r+++_----_+--~--+_4_4-~~

1. 00 0."15 0.50 0.25 1-------r--~--r-+-~~++------+---+--+_+-+-r++4-----_+--~--+_4_4_~~

2 5

g 1 0 2

6 B

10.0 2

~

0.00 O. I 6

B IDa JOREOUENC'(-CP5 Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case:

ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -

15%)

Node:

12 Direction:

HORIZ E-W Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

410'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-250

U I cr Z

0 -

~

cr:

c.:::

W

-.J UJ W

w cr:

-.J u:

Cr"

~

W W

CL.

.. '1 PERIOD-SEC.

1 C S

! IJ r

'--,T-j --.--I----,-----i-------T-i--'IT-I-~*-~I -----I~-I---,---' _,_-"' __

'-1 ___

1'} IC,!

1.50 r---~--_r-,-r-~1~-~------,_--~_.-~_.~~7.----~--~-~~~~

1.25 1-------r---t--r-t-ri~tt------t_--+_-+_4-+~++4----~--~--+-~~~~

1. 00 0.75 0.50 0.25 1-------r--~--~+-~~++------+---+---r_+-~r+++------+_--+__+_4_+~~

I="REOUENCY -(P~)

Accelera tion Spectra for REACTOR ENCL.

Load Case:

AXISYMMETRIC CHUGGING G~700 SERIF!;; ENVELOPE (WIDENED - 15%)

Node:

159 Direction:

VERTICAL F.lev:

177' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-251

W I cr z o f-er:

U:::

UJ

....J UJ U

U er:

PERIOD-SEC.

lrJ r~

! IJ 0

~

fJ

~~

1- 'i-- '--11----;-

---.-------I-----------rl~--T---I--,---I--*----r----I-,.---I -r'-I -.-, -, -,.-, ---'-I--~i 1.50,---------.. -------


,--,--- - ------ --.------.----;--.---.-~.__--___:_-_____,--_,__~-~_

1.00 r------+---+--+-~4-+1~~---_+---+--+_4_~~~~----~--_+--+_4_~~~

2 fi 9

100 J= REO U ENe Y - C P ~J Acceleration Spectra for REACTOR ENCL.

~~~~~~~~--------------------------------

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

154 Direction:

VERTICAL Elev:

177' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREIGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-252

l.J I

IT

~')

(.J

~.

~

u:

~

uJ

.....J uJ w

U u:

.....J IT

(:'

~

u w

~'1 PEAIOD-SEC.

1.50---** ----

---.-----.--.-----~.-~~-

1. 25 1----+---- 1---

r--- f-I-+----+--~--+___+_-I- ----- --- -j---+---+--+-+-+-+-l

1. 00 0.15 1--.

0.50 0.25 t=~ j~

~

~

0.00 '------- L-. ___ ---r. __._('-_'-L---. __. __ --.l __ --1_L,~~~~~:_ __ ~_=.._l_L..LL.WJJ

o. 1 2

~

~

)

1 0 2

~

fi f)

10. S 2

~

r)

'j 100 Accelera tion Spec tra for REACTOR ENCL.

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

128 Direction:

VERTIC\\L Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

201 '

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-253

LJ I er v....

z o

f-er CL lJ.J

....J lJ.J LJ U

IT

....J IT er-f-

u W

CL

~')

PE R 100 -SEC.

1 p G S~

I~

I I

I I

-I------TI-r-I-~---,-

I I


;-r-,--.-;---,---i--,----~I-----,

I. so ------ ---- -,.---,.-T------------ c---r------- -


r--

1.25 r----r--r-~+_~_r++----+_--+__+-+_+~++~---~--~--4_-~4_~~

1. 00 ---- ----- ----- --- ---+-i--+-t-f-f---------- ~--~--+-_t__-+-_4-+-++----+___-+--_+__+_4__+_1_+__1 0.75 r-----r---r-r-+-~-+++-----+--+__+_+_+~+++_---_+-_4-+_~~~~

0.50

~ REO U ENe '( - cpr)

Accelera tion Spec tra for REACTOR ENCL.


~-------------------------------

Load Case:

AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED -

15%)

Node:

130 Direction:

VF.RTIC~L Elev:

201' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-254

L),

a:

,,"I

-z

~

t-a:

c:::

llJ

...J llJ u

w u:

...J a:

Cr' t-W W

",,)

PERIOD-SEC.

1~ r 1 Q I

~--I----'I" '

~ S~

,r-t'--,~'

--,--~I--~I------

1. 50.-------,---,-------.---,---r---------,---~-__r---,-"7--,---,--------,---- -----.---.-~
1. 25 i-----+----t---t--+-+-t-+-++----+--+--+--+-t-- f--f-f-- -------- -

-- --f-- --f--

1. 00 O. 7S 0.50 0.25 ~--~-~-~+-~~++---+--+--+-~-+~+++-----+-~-+-~+-~~

0.00 Q 1 oj r.;

2

')

1 0 2

2 oj r;

'3 lOG

~ REO U ENe Y - C P ~J Accelera tion Spectra for REACTOR ENCL.

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

106 Direction:

VERTICAL Elev:

217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-255

u,

u:

~..,

'Z o

t-u:

(t::

uJ

..J uJ W

U u:

..J IT cr-t-

U W

U.

"",)

PERIOD-SEC.

1('

r I T i' i---' --j

-r---I-------------rl--'-~I----,

I T----iTiT -, -',

I


r----I J. SO,---- -------


~-- ---,-------------

r------,-----,.---,----.-----,----:---r---~__,-,..._,__._

I rr-J. 00 f----+---- --- ---1~_+_+_+_i_+---______iI___-t-_+_-+-__+__I_I_t_+__--_+_-_+_-++_+__H_I~+_1 O. '15 1------+----

Irr-rr-~


+---+-+-+--+-+ ---+---+--+---+---+----t-+-+--+--------+-------+---.,.l-+r-~ItI----+----+---I I

O. SO 1---------+------+---+- +-----t--t----Ir-+-+------+---t--t-+-+---t-t-+-+----r---I--.rt--;--+-fll-t-+-I

~r-

~~

0.25 I---_r--r-r-+-~_rr+-----+--+-_+-+_+_+_++_I_---+--;-.-j-l-___+___I_r+~~

~~~,

0.00 -----;:-'--. ----'------l G_ !

2 I="REOUENC Y __ [pc)

Acce lera tion Spec tra for REACTOR ENCL.

Y-

"$2T

~~

2 11 I) lOG Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

108 Direction:

VERTICAL Elev:

217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-256

u,

cr I.:'

-z a _.

~

cr c::::

uJ

-.J lJ.J

~

u cr

-.J cr Cr'

~

U W

c.... '")

PERIOD-SEC.

,--r-,--T -iT --i--r---, --- - ----I jT-,----,--ui----r- --I r--------"I'~I-, I I

I I

1. 50

--r- -,---.--,---,--.---.-------;-----,-----;----.----;-~-r_

1.25 1------+--+-+-4-1-+1-rr----+--+---+-4-1-+,-rr----+--+--~-_r-+-~44

1. 00 0.75 0.50 O. 25 1-----+---+-4-1--+-+-+-+-1-----+--+-+-1--+-+-+-+-1------ ---- f---- 1---- ---+--+-+--+-l t=t\\

r-=~~~

11c=/,,----t-.~"'"

Iib;/

'~

"=b ff ~V

~~

0.00 ~---2~-~~~~~r.~JrJL~---21---1--l~~~s~3r.~~~-~,~:J-14~-Js~J~JLI G - I

)

I 0 j

10 Q" 1 00

~ REO U ENe '( - r p c)

Accelera tion Spec tra for REACTOR ENCL.

Load Case:

AXISYMMETRIC CHUGGING G~700 SERIES ENVELOPE (lTIDENED -

15%)

Node:

104 Direction:

VERTIC~L Elev:

239' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-257

U I u:

,,')

.z 0 --

~

cr:

er::

IlJ

-.J IlJ LJ u u:

-.J u:

(r'

~

u w c..

PERIOD-SEC.

~ S~

I I 'i' i

-- --I -, -, i -r--i---r

-I-----,----------;-rl-~,-I---.------,-I ---I 1.50 -------.- ---- *-1-----

I 1.25 1-----r--+-~+_~-+++----+_-+__+~_+~~4_---~--_4--+_~4_~~

I. 00 0.75 0.50 0.00 2

_, ________ 4.*

..j

'i

'i 1 0

')

10 CJ 2

IJ 1 DC F REO ~ ENe Y.. l P oJ Acceleration Spectra for REACTOR ENCL.

--~---------------------------------------

Load Case:

AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED -

15%)

None:

79 Direction:

VERTIC~L Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

253' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-258

U I

0:

z o I-0:

Ct:::

W

...J UJ LJ W a:

...J 0:

CY I-W W

C1...

.. ;")

PERIOD-SEC.

lQ S 1

~

i I ir--j--I--

j ---r-------i I -; r-j-T--i T - ---j

1. SO G

~

C; S~

---~---~--~I----f T-----I~ I f

I f

i 1.25 ~----~---+--~+-~~++-----+--+--+-4-+~+44------4-~--4-~~+4~

1.00 ~----~---+-~+-~~++-----+_-+__+~-+~+44_----~-~--4_~~+4~

o. '15 1----+-~-+-~+_~-+-++---+_-+__+~_+~+44_--__+-~-~_+__+_+_+_H 0.50 ~-----+----+---~+-~-+-++----+--+--+-+_+~++4-----+--__+--4_~4_+4~

~REOUENCY-CP~J Acceleration Spectra for ~REA~~CTO~~R~E~N~C~L~. ______________________________ ___

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

81 Direction:

VERTICAL Elev:

253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A*259

u,

u:

~..,

z o

~

u:

U::

lJJ

..J lJ, U

U cr.

..J a:

Cr'

~

U W

11']

r~

iT-;-,--;----T,---,----j------------,-; I

1. 50 I

I PERIOD-SEC.

r 1

--r--,--'---j------,-----,--t--,

~'-, -'-,-

IJ r~ 1 1.00 r----~-_+-r_+_~-r++------+_--+_-+_4_+~+4~----~--~--~~~+4~,

O. 75 1-----+------4---1---1--+---+---+-+---1-----+.--- -- f--- -

-- f- - f-- ------f---+----+---+--+-----I--l-+-I

~

0.50 ~----~--_r---r-+-+-+-~r+---+_-+__+_+_+~+++_---+--~--+_~4_~~J 0.25 ---------r--------f-----

~-- f-

- f- -

FREOUENCY -CPS Accelera tion Spec tra for REACTOR ENCL.

~---------------------------------------------

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

77 Direction:

VERTICAL Elev:

269'


~~~---------

Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC fiGURE 3A-260

U 1

cr

.z 0...

t-cr U::

liJ

...J li.J W w cr

...J cr ex-t-w W

"-.. ')

PERIOD-SEC.

10

~

! G 1-1 I,-

1 I---I---,-----,----------~T-~-,--I--r-I I

~I-'---I-r------r------I I. SO

--r-1.25 1------~--~--~+-~~++------+_--+__+_4_+~++4_----_4---_4--4_~4_~~

1. 00 0.15 0.50 0.25 r_----~--~--r_+_~~~------+_--+__~+-~~++-------+_--+__+_4_+~~

~ REO U ENe Y - C P <J Accelera tion Spec tra for REACTOR ENCL.

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

58 Direction:

VERTICAL Elev:

283' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-261

U I

cr:

... ')

z o r-cr:

U:::

UJ

--1 UJ LJ LJ c.r.

PERIOD-SEC.

1.00 1-._-- -- --- -~ --f----+-+-+-4------

~--+__---11----+--1f_+__+_If_+_----_+_-_+_____jf___+__1_+_+_~1 0.15 I----+--t---t--+--t----i-t-++-----+ --+--+-+-+-t-++-I-----+-~-__l____,I=t==\\_W....w f-~

rli-0.50

'r-i-0.25 E~ iJ r;

!3 100 F REO LJ ENe Y - ( P ~l Accelera tion Spec tra for REACTOR ENCL.

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

60 Direction:

VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

283' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-262

U I cr

.z.

0 --

t-cr u::

uJ

..J lJ.J w

u cr

..J cr (r"

t-u w Cr...

.. '1 PERIOD-SEC.

r..:

S~

I 'iT,---, - j----T ----i-------------r-i-T-I--TI-,--I----,------~--,--~-,

--T-~I---I

1. SO -----'---,----- ---"- -

-.-------~---;,-_,_~___y___;__~..,----___;_-___,,-__,_-.,.-~_r_~

I I

I i

1.25 r----+--~-~_r~~~r_----_+-_4-+_~~~~~----+--_4--~~~~-W

1. 00 O. '75 I

I I

0.50 Accelera tion Spectra for REACTOR ENCL.

Load Case:

AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED -

15%)

Node:

56 Direction:

VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

304' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-263

U I a:

tJ _.

~

a:

c.:::

uJ

.....J lJ.J L.J L.J a:

.....J u:

(r'

~

u w

",,)

PERIOD-SEC.

I I

I I

I -,-

I I

1. 25
1. 00 0.15 0.50 0.25 1-------r---r--r-r-~-r~-------+_--+__+_+_+~+++_----_+--_4--+_~+_~~

~REOUENC Y -cp~)

Accelera tion Spec tra for REACTOR ENCL.

~---------------------------------------------

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

35 Direction:

VERTICAL Elev:

313' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-264

z Cl I-u:

U::::

lIJ

--J lIJ l..J U u:

--J u:

(C I-U LLJ C-

,J)

PERIOD-SEC.

\\ fJ (;

1

(~

I; ri!

I r-

- - ;- rj-,-i--'---,-----,- -----;-r--;---,-;---,---,---,------r----,

I. SO


~- ----- ---T--*

I 1.~5 f------~--~--r_+_t_+-r~------+_--+__+_+_+~+++_----_+--_4--+_4-4_~~

1.00 r------r--~--r_+_~~~------+_--+__+_+_+~+++_----_+--_4--+_~4_~~

O. 15 1------+---+---~-I---+--4-+- t-t-----~-_+--t___+_+__+_+++-----_t-__+--_+__+__f_+_+_H o.so 1-----_+_---~---1~-~-~+-+ r- ----+---+----t-r-I--t--+ -I-+---H----t-1~-__+_--_t-___1f-4__+--t--4-1 G 1

')

10 'J 2

Accelera tion Spectra for REACTOR ENCL.

~~~----------------------------------------

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

43 Direction:

VERTICAL Flev:

313' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-265

G I

IT

~,.,

?

0 -,

I-IT CL UJ

...J UJ L.J U a:

...J IT cr-I-

U W

(L

,,')

1. 00 0.15 O.SO 0.25 a 1 PER 10 0 - SE C.

c: '

r.:

~ ~

-Ol'~-I--'---~I ---I

-~--.----.. ------,---- ---c-r-I 2

C,

'3 lOG

~ REO U ENe '( -- l P <;

Acceleration Spectra for REACfORENCL.

Load Case:

AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED -

15%)

Node:

21 Direction:

VERTIC\\L Elev:

333' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-266

U I

cr z

o

~

cr CJ::::

lIJ

.J lIJ W

U cr PERIOD-SEC.

1. 00

-.---.-+---~--+.-- -f-..

- -.- --.--.. --4-*--4-+--+---+--+-t-+-+----+---+--+--+-~~+_1 0.}5 1----+---+-1--+-+-+-+-++---+--+--+-+-+-+-+-++-----+----+--+--+-+-+-+-+-1 0.50 r-~

r/~

o. 25 1---r----t----t---t--t-t-t-t-r----t-----t-t_+_--HfI;I--;::f:~=f.:;hM-flf~=::::JI'\\::_...:..~~_t---+_+_+++t-l

\\trl'\\b=~~

r----~..... _~

Accelera tion Spec tra for REACTOR ENCL.


~~~---------------------------------

Load Case:

AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED -

15%)

Node:

33 Di rec tion:

VERTICAl, Elev:

333' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-267

W 1

cr

,,'l 7

0 _.

t-o:

c.:::

LJJ

...J LJI w

w cr

...J cr (r'

t-W LLJ Ci... '")

PERIOD-SEC.

lCS

~fJ

~.~

o':,~

j--r,-,----r, -,

-"r--


"-,-r-, -, -r-I -,-"-, --, -----r, ----,--r'-,---r"' -,---.'r----' -'-, ---rl ---j I. SO --------------,r-


~-~~~-------~---~--~~

1.25 1------+-_+-+_-+-_+_~~t__--_+-_+-+__+__+_~~~---~--_+-+__+_4_~~

I. 00 O. *,5 O.SO 0.25 ----+---f--t__+_+- f-r- - - -------

IV" 0.00 ~---2~-~~4~~C~~~--L----~~--~~--~~~s~~r.-L~----2~-~~_I~~~~n~1 G _ 1

)

.J 1 0 j

lOG Ii J

100 I=REOl1ENC)-CPS Acceleration Spectra for ~R~EA~CTO~~R~E~N~C~L~. ________________________________ _

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

9 Direction:

VERTICAL Elev:

352' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-268

L'l I

cr

... '"l Z

t.J r-u:

c.:::

uJ

-l uJ W

U u:

PERIOD-SEC.

1. SO

-- ---------- --~~--.,---l 1.25 1-------r--~--r-+-~_r++------+---+--+~-r-r++~----~---_1--+__r~~~

1.00 r-----~--_r~r-r_~~~------r_--+--+_+-+_r+++-----_+--~--+_~+_~4_1 O.., 5 1-----~--_r-1r-r_~--+-~------r_--+--+_+-+_r+-++_----_+--__+--+_~+_~___I___l f--~

O. SO r-----+-------+---+---+-+---+-+---+--t----+--+----+--+---+--Ir-f-+-+H-_

N


rt--4,--~ ---4-+--+--+---+--+-+-1 0.25 1 ______ ~~

__ ~~~~~-__ ~"---+_~~f-+~r~=~h~~t~~--~~~~_4--~~~~

~V-~h~'\\~=

~~~

~~--t_

~.OO ~

____ ~

____ ~

___ ~~~~

_____ ~-=~~~~-L~~

____ _i __ ~

__ ~~~~~1 2

.j (1

')

1 0 2

.j (1

')

1 C S 2

.j r;

'3 100 a I

~REOUENC Y --l pc, Accelera tion Spectra for REACTOR ENCL.


~--------------------------------

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

13 Direction:

VERTICAL Elev:

352' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A*269

z

(]

PERIOD-SEC.

t G r; fJ C,

fJ S ~

",--l--i-r-i--T----i----- ~-r,-, -.-, -, ---r-, --,----,-----,~,-,---r-, -,-" -,--.-, -*--'-1 ---I I _ 50

--.- -.-~-----r---,---,__,___._-----,-----_,___--~-~~

1.25 ~--~-_r--~+_~~++----+_--+__+~_+~++~--~-_4-4_~4_~~

1.00 ~--~-_r-~-+_~~++------~-~_r_+_r-+_~+_----_+--_+-+_~+_~~

O. 1 5 I------+---+--I--+-t-+-+--t+----+--+-~_+_++++_+_---_+-_+-_t__+-_+_W~

0_50 r---~-~-r-+-~-rr+---+--+--+-+-+~+++-----+--~--+-~+-~~I Ir--l 1,--,

Acceleration Spectra for ~REA~~CTO~~R~E~N~C~L~. ______________________________ ___

Load Case:

AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED -

15%)

Node:

129 Direction:

VERTIC\\L Elev:

201' Damping: 0.005,O.Ol,0.02,G.03,O.OS LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE'GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-270

L.)

I u:

... "'1

-z 0 -.

I-el:

ez::::

uJ

....J uJ LJ w

el:

....J u:

C:'

I-W LL.J Cl..

U')

PEAIOD-SEC.

r..::

r~ ~

J-T~ J I

J I

I i

I I~-J J

I I

J I

J -, -,--,-.,--, ---'-1 ----I I. 50 ~---------~----T-~--- --- ---- ---------- ---------- ------ ---

1.25 1-----~--_+--~+_~~++----+_--+__+~_+~+44_----~--~--~_+-~~~

1. 00 0.75 0.50

--1----

o. 2S I_----_+_-~--I_+__~_+_+_r_----- r----- --- --

I="REOUE NC Y --C p r)

Acceleration Spectra for _REA~~CTO~~R~E~N~C~L~. ______________________________ ___

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%)

Node:

107 Direction:

VERTICAL Elev:

217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE,GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A* 271

U I

([

z o t-

<L e:::

I.>J

...J IJ.J U

<L

...J

<L Cr' t-U IJ.J

~

PERIOD-SEC.

10 r; I Q 8' 1 Q ':!

11-1 1

j--

1 --T ---1' 1

r-i-T j---T--i---r-----i------,-----i'l'"-I--rl-I--.-I----.-I---I 1.50,--------


,--.---- ----r--

1.25 r----r-~-r_T_~~~-----T_-+__+~_+~++~---~-_4-+_-~4_~~

0.75 r---~-_r-r_~r;~.T+---~-+__+~_+~++~--~-~-+_4_4_~~

0.50 r---~-_r-r_~r;~T+----+_--+__+~_+~++~---~-~--+_4_4_~~

v--t1

~ ~~

L-~

~

~

S

')

10 0 2

~

~

5 100 F REO U ENe Y - [ P f)

Acceleration Spectra for REACTOR ENCL.

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (l-TlDENED -

15%)

Node:

80 Direction:

VERTICAL Elev:

253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREIGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-212

U I

u:

Z' o

~

u:

a:::

I.IJ

...J I.IJ L.J U u:

...J u:

(:'

~

u w PEAIOD-SEC.

IIJ S 1 0 f'.

I r;

r~ ~

j-r--,'-,-[ ---,- --T-----1------ --,-----,--r---,-,-,-,---I ~-,-----I-'1--r-~-,---_r_--1

1. SO

-- -- I ---

o. I 5 ~--_+-_____+-+_-+-__+_+_1r_+__+__--_+---+-+__+___+_+-jc_+_+------~---~-~-- -- f---- - --t--+-+---iH e;
o. so ~.----.+---+--+--+ -+---+--+-++------+---+--+--+--+-+--+-t-f-----t---+--+--+--+-+-+-+,

I="REOUENC Y -[P~)

Accelera tion Spec tra for REACfOR ENCL.

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

59 Direction:

VERTICAL Elev:

283' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-273

u,

c.r

__ r, 7'

o u

c.r

...J c.r CI

~

LJ W

~

V1 PEAIOD-SEC.

If]

~

IJ C.

r-j-ri-T -j-l--- i--..,---.-.-I------,---I-.~-I-T-*-,---,----rr--,-.-,

-,--rl-,--rl-~I---,

1_ SO

.... _-- - - - ~- -------.-.--.--.-.------- -- r-------;----,.--,--~~,.....-.,.-.~

I. 2S I-----f----f--+--l-+-+-+ t-t----+---+--+--+-4-l-+-++---+---+--+---l.--I-.......J..-J.J...J 0_ 'I S 1----t---+-I--+-t-t-t-t+---+--+---+-+-+-+-+-+-+-----+----l.--+--.4--I-.l-4.-I-J

~REOLJENCY -[P~)

Acceleration Spectra for REACTOR ENCL.

--~----~~~---------------------------------

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

54 Direction:

VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

313'

~~------------------

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-274

U I cc

.. '1 l-cc c.:::

IlJ

...J IlJ W

U a:

...J u:

cr-I-

U W

CI...

.. "l PERIOD-SEC.

1.25 1-------r--~--r_+_~_r~------+_--+__+_+_+~-+++_----_+--_4--+_~~~~

1. 00 ~------+-----+---I---+-+---+--+-_t_+------+_-_+____t____t_t_+_H_t_----____tl__-r__+__+__+_+_i_+_I

'0. 75 1------t----t---t--+-t-+-t-t-t-------+---+--+--+-+-t-+-++_-----+-----+--+_-+--+-+-+-iH

"-+-1\\

rrN 0.25 1-------t----t-__ t--+-t-+~t-t-------+---+--+--+-+~r+r+~~--~p:==-4~+_---+--+_~+_~~

~~rr~\\

__ ~~

~--~+_~~H a.OOaL-, ----~2~--L--~L-~SL.

~~L, ~1L-O-----2~-=~=~I-~~r,-L~~~lO--O----~2--~--~~~~fi-L~g-LIIOG

~REOUENCY-(PS Accelera tion Spectra for REACTOR ENCL.

Load Case:

AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED -

15%)

Node:

32 Direction:

VERTICAL Elev:

333' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A* 275

L.:l 1

u:

z o t-u:

c.:::

LJJ

--J uJ U

U u:

PERIOD-SEC.

10 S

\\ 0 IJ

~

0 r, 1-'-1-'-1 -I~,-,---',--,----I'-,.-, '-' -,-.-, --I ---., ----I T"', -"-1---" -I-,-,---rl---'j 1.50 ~-------~--~---~-~----~'----~--,--~~------~--~-~~.

1.25 ~--~-~-r-+-~~++-----+--+--+~-+-r+++---~--4-+-~4-~~

}.OO ~--~-~-~+-~~++----+--+--+-+-+~++4-----+--4-4-~4-~~

O. 15 ~---~--+--}--+-+--4--+-++---+--+--+-+-+-+-++4----+--4-+-~4-~~

0.50 ~--~-~-~+-~~++---+--+--+-+-+~~\\H----+--4-4-~4-~~

f-+-~

FREOUENCY -*CPS Accelera tion Spec tra for REACfOR ENCL.


~~-------------------------------------

Load Case:

AXISYMMETRIC CHUGGING G~700 SERIFS ENVF.LOPE (WIDENED -

15%)

Node:

12 Direction:

VERTICAL Elev:

352' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-276

U I cr

.. ")

Z 0

~.

~

u:

IJ::

uJ

-.-J LLJ W

u u:

-.-J cr C:'

~

U LLJ Cl.... '")

PERIOD-SEC.

c S~

-r-i--r-j--r-i---T --**,-- -.. *-*--T~-"---;--r I

I

, i I

I I

I I

'---I

1. SO ----

-.-.---~_._-----r-.__-.-------.__---r---.--~

1.25 1------~---+--~~4-+4~~-*----4---~--_+--~~r+_r~---+_-4_-_4-~_+~W

1. 00 f-- --

0_75 0.50 0.25 2

2 r,

'J I 0 2

0.00 G. !

fi 5

108

~REOUENC)*-LP()

Accelera tion Spec tra for REACfOR ENCL.

Load Case:

AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED -

15%)

Node:

6 Direction:

VERTICAL Elev:

410' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-277

U I

cr z o

~

([

CJ::

LJJ

-J LJJ W

U a::

.....J cr (Y..-

w UJ c...

':1 PERIOD-SEC.

10- 0 I _ 0 C _ I e _

'.; ~

lIi---ri- -r-I --- r ---,----- --n-T-:I -:.--T--I -----r-- ---~! -,: j-T- -j-. - - r -.. r- ---- ---- I 3_ 0.----------- ----.--- -

2. 5 I----*--+---+--r--+--+-i-t-++-----+---t---l~-

-+-+-~~--~---i--+-~~+ r~

2.0 1----- ---_._'---r--- -- ----

I---r------


-- --+-t-+.... -+---- ~

---f---

1---

1. 5 1----+----+--r--+--+-1f--++-+----- -

r--+-+-+-..1f-I-1-1--- 1==

~\\

1.0

- i----

r/~

!-r-r-

~

r-

/~-

~-

0.5

)

\\

'r -~

f

~',.J

'IIIIIIII

'--~

0.0 2

0.1

~

11

[)

1.0 2

4 r:;

!3 10_0 2

fi 5

100 FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED -

15%)

Node:

19 Direction:

VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

217' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-278

U I cr 1ft z o P!::.r(! U!J -SEC.

I. 50

-- ----1-- r--- -,..- -----------------r- - -

I I

1. 25 r----- -- --+--+-+-

.1-

1. 00

- --r r

r-0.15

~ ---

F r-V-~

r-,

r-,

0.50

.' '-f-0.00 0.1 2

Lj r.;

0.25

~\\

rr ~~

ILf-

~

!L,-

f-- --

- - -- - -[\\;..f-hJ

~~

~

~

~

"'0 8

1.0 2

'3

10. ()

2

')

100 FREOUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE

~~~~~~-------------------------------------

Load Case:

AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -

15%)

Node:

19 Direction:

VERTICAL Elev:

239' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-279

u,

Cot z o PERIOD-SEC.

10

~.

I IJ O. I 001 r -j --"--r' -*,'-*-_-T----*--*,' j""-j'-r' -r--'--'--*,-------P-':;*-,--'---,-,----,--- -I i "j I. SO 1.25 t----+---f--f--f--f-f-t--t-+----+--I--I--f--f--f--iH-t---=r-'-l--__

--1 __

1.00 r

rr t-0.15 I

p-I:':

i 10- f-

-- -I-r:-=t=

~t-V-~

lIt-rl

~t-0.50

~ [\\

\\

~-

1--

rv 0.25 1--' !

-- 1-- - --- f-.J

~

N

~

I !

~ ~

0.00 I i

O. I 2

~

r,

'J

  • 1 r,

~

1

~

fJ

!J I fJ IO.!)

100 FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Load Case~ AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED -

15%)

Node:

19 Direction:

VERTIC\\L Elev:

254' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS, REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- ~O

U I

~

7.

o -

u:

c:.:::

.II

-J

\\&1 U

W <<

2 c.. -

u w

Co.

J'I P~R!GO-SEC.

10.'l

'0
c. I 0.'::1 I

I i

I

, I,. I I

I I

i ! I I,

'1 100

rREOUENCY-CP'j Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (\\-7IDENED -

15 %)

Node:

19 Direction:

VERTIC\\L Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

269'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-281

U I

CE

~

7.

o PER!OD**SEC.

10.:

1.0 0.1 rr'r-r-:-- I

'T r-rr"...-,--,---,--,.

6 r-- -_._.. -- - ----........ -

~. r- *. __

'-r--...--.~-,.--.--__ -..-_-...---:"--..--.-....,...,........,

o.c,,

I I Iii I 11'---

1-,1- - ----*I---lI---f-4-...f-4H-H----f--f--f--+--tI-+-+-f-1 2

o L---~2 __

~_L-';"'_~

a.1 fREOUENCY-CP5 Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -

15%)

Node:

19 Direction:

VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

289' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A*282

U I a:

.. " z o...

c:

cc W

..J

..J U c:

PERIOD-SEC.

1'J.'l I"

C.I O.'ll I i I i

  • iii I i I

i I

I 1.1.'*,

I l.l ~----~--~~-r~~~------r-~'-~~~~~----~--~--~?-~~_,

I I

~

2.l ~----+---+-~~~~~I~----~---r~~-+-rr++---~~--~-+-+~+4~1 I

!.~ 1-------~--+-~-r~~~------~~r_~~~r+++--~~~_1--+_+_~~H I

1.0 I-------~--+--r-+-r~~!~-----+---r-;~~-r+++--~I~~\\~~-+-+~~~I I

o.t; FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED -

15%)

Node:

19 Direction:

VERTICAL Dampin~: 0.005,0.01,0.02,0.03,0.05 Elev:

304'-0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-283

u,

cr II) z o

rER!OO--5Et:.

10.0 1.0,. _f',

0.'

0.01 j I, I I, I I

I II, I,, I I,

I l.O 2.5 r-----;---+--r-+~+11H------~--~4_~~~++----~~_4--+_+_~~

1.5 r-----;---+--r-+~+11H------+_--~4_~4_~++---lr~~~_4--+_+_~~~

fro--

fREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED -

15%)

Node:

19 Direction:

VERTIC~L Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

332' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-284

U I cr PERIOD-SEC.

10 ')

iT-~-II-I'--'-----1 ----r-,-T-i-Ii--,----i---,------,-ri--r--j---, -i----r----r-- - -----,

1. SO r----------,...-------------* -,---- -.----- --.--.-------- --------------.--

.-.- --.---.---,.---- r-,---,

1. 25 I----+--+-+--+--+-+---i-+-+-----+---t-+--+--+-+---i-+-+------ ------ ---- --.. - ~-+--+----ll-l V'

1.00 z o 0.75 I----+---+-+--+--+-+-f-+--l-----+------I--- -----,t---t-+--t-t- ------+--.-+---- ---.- - --r-0.50 r----+---t-+--+--+-+---i-+-+----+-----t--t-+-~~~---~-~-~+_~~+_\\

0.25,----+---+-+---+--+-+-+-t-+----~---+---+--1~-+__+__1_+_-.------- -.---f---

f-2 6

B 1 0 2

6 f.3 10.0 2

6 B

100 FREOUENCY-CPS Accelera tion Spectra for REACTOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -

15%)

Node:

159 Direction:

VERTICAL Elev:

177'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYM.METRIC FIGURE 3A-.285

U I cr PERIOD-SEC.

I [) 'j i~-TI-~T I

I i-~--T 1-I.SO


~--~-~---


~--~

I. 25 1---_+__---I--~+_+_+_+__++----+_-*+_-I___4-+--*1__ -

~~~~- -

---+-+--+-+--1 II) 1.00 ~----+--+-+--4-4-~+4-4-~---+--+-+-~4-+4~~---+--+--+-~4-~~1 z

o

~

cr Q::::

W

....J W

U U a:

....J cr err

~

u W

el-I/)

O. 15

-- ----t-_+_-+-_+_-t-I-++-----t-~-_+__+__+__+__1f_H r-~

0.50 ~--~----~--~~-t---- ____ ~-+_~--t--t_+~~---~-+_~4r+-~~~~1 O. t 2

6

!3 1 0 2

6

!3

10. a 2

6

!3 100 FREOUENCy-epe; Accelera tion Spec tra for REACTOR ENCL.


~-----------------------

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

154 Direction:

VERTICAL Elev:

177'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A**286

U 1

cr IJ'\\

Z 0 --

~

a:

a::

w

...J w

u u a:

...J a:

cr

~

u w CL

(/')

PERIOD-SEC.

10 C,

f) 0 !

0 'J!

l---r-j-r-~-I --'----1 -------r-j--r,--r -~-T----.---~i~I-I-'----,__---i 1.50 ----------,------

1. 25
1. 00 0.75 0.50
o. I 2

6 8

I 0 2

2 6

8 100 FREOUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.


~---

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED-15%)

Node:

128 Direction:

VERTIC\\L Elev:

201'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-287

U I

0:

IJ"l z o I-0:

er::

w

-.J W

U U a:

PERIOD-SEC.

I 11

"-.J

~

f~

0 !

0 G 1 jIj- -'-I--T-j-----'j-- -,

-~

r-I---l-I~-'-- --1---,'---1"------ -,---rl"-r- 'j--r --*I---'l--I-~-----i

1. SO -.-.--------,----_. __.---.-. --.-r ---- ---.-- -------'--- ---- --r-- ---------.-
1. 25 f-----

Ir-\\.

1. 00 if r--

0.75 r ~

/

r(

t--

0.50 r ~

I r

0.25 (1\\ ~,

\\. r;

~~

~~

F

~

~

0.00 ~---~--~-~~LJ~11-----1---~~~~~~~~--~2--~--J4~~~JJ-1

o. I 2

4 6

g I 0 2

4 6

8

10. 0 6

8 100 FRfOUENCY-(PC)

Accelera tion Spec tra for REACTOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -

15%)

Node:

130 Direction:

VERTIC~L Elev:

201'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-288

L.)

I cr l.f'1 z

C>

t-cr a:::

w

-.J W

U U cr

_..1 cr cr t-U W

CL V')

PERIOD-SEC.

1 n rJ

~

J 1'--1'--,'

,---,------- -- - -r IT -i-or --i -- "1-1---- -,-- - -

i1,

1. SO
1. 25 1----t---+-+_--+--+-+1-t-----t---------+---t------I--+--t--l-++-+------+------ ---

-- --t--t-r-

1. 00 1--------+-------1----+--~-+-+-- I-

--f- ---- -----

--+-~--+--+-+-+_+_I 0.75 1----I---+-+_--+---+-+---4-+-t------ --+-----t----t- -

--i-+--+--+-------+---+------- ---- - rl--

O. 50 f-----I---+-+--+--+--+-+-+-I-----------t------r----


+-+_+_+--+-1~----+---+--+__+_+_+_+_+_1 I'REOUENCY-[PS Accelera tion Spectra for REACTOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

106 Direction:

VERTICAL Elev:

217'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-289

U I cr IF' z

a u cr PERIOD-SEC.

1 tJ

'~

~

J

~

0 S!

jT~I-'--1 ---.-------,------ -,--,-ri--',--'--i----- r - -----,--,--1-,----'---T------1 3.0---- - ----T----

i1-*-----~ ----.---------------

I I

2. 5 I----t---t--i-+--+--- f--- --f-- -----+---+---+---t--+__+__-+-+-+------t-----I--+--+--+--+-+--+-I 2.0 --------- ----

f--------- ---- ----- ---t--t------t---~__+____+_+__+_+_+_I 0.0 0_ 1 2

5 8

1 0 2

5

[l 10_ 0 2

6 8

100 FRfOUENCY--CP'j Accelera tion Spec tra for REACTOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

108 Direction:

VERTICAL Elev:

217'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO -

BASIC AXISYMMETRIC FIGURE 3A-290

L.)

I 0:

'0. [)

11-",'-'--1 -'-1--'-1 ~I--rl ---

PERIOD-SEC.

1 0

-j------Ifll' 1 1

1 o 1

o. [) I

~--I~III 1 I

I 1.50,----.---,--*.-,-II*-.,,------.---.--,~_.-~~~----~---~----~--~~

1.25 1------~--~--r-+-~~++------+_--+-_+-4-+~++~-----_4--_4--4_~~~~

~

1.00 r-----~--~--r-+_+1-+-++-----+_--+__+_4_+~~~+_----~-~--+_~~~~1 z

o t-o:

Ck:::

W

....J W

U U

0:

O. 7S I-------+----+---~+_+-+~++-----+_____f----+-_+_-+__+ ~_+_--__+.--__+--~+-.~-_+__+-I 0.50 ~----+----+--~-*r-~~~------+_--+__+~_+~+++_----_4---*~-~-+_-~~~1 0.1 2

I.j 5

!3 10 0 2

6 13 100 FRE.OUENCY -CPS Accelera tion Spec tra for REACTOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -

15%)

Node:

104 Direction:

VERTIC~L Elev:

239'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-291

LJ I cr PERIOD-SEC.

lOG

.J fJ 1

0

':, I IT--,-ri--r-i---,---I------'i-Ti*-,i--....,--j------,----------,'-,1 -,- r----i----,-------r----1 I.S0 1..25 I----+----l----I-+-+__ ~+_++_--- -

r----- --r-.- -- -- -

- ~ -------1----- ~-+--+-_+_~----H If'I J. 00 ~----_t_--+--~+-t-J-+++----_t_--+--~+-+---1~-+-+__--_+---+-_+__4__+_+__l_l_1 z o

~

cr 0:::

W

....J W

U U cr 0.75 1-----+---+--+-_I__4_~~+__---_+---+-+-~-_4_-r1~++__--_+---+-_+__4__+_+__l_l_1 0.50 ~---+-__+-_+_4-_+_+_1_1_+__--_+---+-+__4__t_+--l_l_+__----_+-__+--+__+__t_+__l_l_1 0_ 1 2

6

!3 1 0 FRfOUENCY -CPS Accelera tion Spectra for REACTOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -

15%)

Node:

79 Direction:

VERTICAL Elev:

253'-0


~--~---------

Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-292

U I a:

IJ"l z o f-a:

Q::::

w

...J W

U U a:

...J a:

Q(

t--

U W

Il.

U'l PERIOD-SEC.

I--T*-I*'---I--'---*-i~--!.. -----,- -

---ri-"l--,-l --j---r--r*-_*-----r-

1. so

- - -*1.-.. ---.---- -----. T----,--- -

I I

1..25 I----+--+-+-~_+___+_+__+_+___--__+_--_+-~-+--+-+_+___+_+_*---.. -

1. 00 O. '15

-- ~----.-.. ------ -... ---+-I--i--+--+-+-+---+_---+---+-----1~_+-+-1_1


__+_--+-+-~+_!-+_4. ~

.. -----------f-.. -.. -.

0.1 2

6 8

100

~R[OUfNCY-CPS Accelera tion Spec tra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GF. CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

81 Direction:

VERTICAL Elev:

253'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-293

L),

a:

U"l z

o

~

a:

CiC w

...J W

W W a:

PERIOD-SEC.

If) '-,

j--,j"-,--i'-j----T-- -----

,, "1-, -,-,-1----,---- - -- -iT, r-- j -,

1 r -

---1--------1

1. SO
1. ~ 5 1----+--- --1----- --+~_t_--__i--r_-_+_-+- -t--:I--t-++----- - ------t--+---t--t-+-+--+-I 1. 00 -'--- ---+---t---~II--t-t--t--+------r-----+----1r--+-t-t-+--++-----+--_+_--I-+-~--+-+-+-1 0.15 1----+-----+---+--- -- --'c- -+-J-------+-----+--+---+-- f-- - -1--------- --+---+-_+_--+-+-+-H O. 50 I------f-----+------j-t----l-+- -

i--------r----+--+---+-+--+--++-t-------1r---t-------+--+-+-_+_+-+-1 0.25 0.00 o 1 2

5

!3 1 a 2

5 f3 10 a 2

5 B

100 FRlOUENCY-(PS Accelera tion Spec tra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

77 Direction:

VERTICAL Elev:

269'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-294

I..:l I a:

V'I z o

~

a:

Ck::

W

.-J W

LJ LJ a:

.-J a:

cr

~

LJ W

CL V'l PERIOD-SEC.

! G j-j" j-r-j'-' T'- --, --,----- j-----

--1 jTj--r--'-,--"--j-'--'-' ----

. '---1-'- j--1 -,-I j-'--r - ----1--------1

1. ')0 --------.--.-.,,-.-- ---,-.-r------- ---.-~; --.. -.--

-'1 --.-.-

. --.-----. ---.. ---r----.. --,.

I

1. 25 I---_t_---i-__t_-+-+__t_~-t-----+---*- ---+--t--+--t-t-++--**----- r-'--'~-' '-1-- ---r----
1. 00 ~---+-~----+-~--+-t-r~-----+---_t_--+___t___t_+_~+_-*--_+--~--~_t__t_~~

0.75 I------+-__l-__t_-+-+__t_~-+--- ----;----+-- ---f- - '1- ----.---- -.. -

.---- - --.- --t--o -

0.50 ~-----+-__l~~_+_+~+4~-----+---4__4-~~~+4----~-_+-4_~_+_~4_1 0.00 O. I 2

6

!3 1 0 2

5 f3 10.0 2

6 8

100 FRfOUfNC'f-CPS Accelera tion Spec tra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

58 Direction:

VERTICAL Elev:

283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*295

U I cr If) z a

PERIOD-SEC.

11) ':,

I rJ

'J 1 U 1)1 I

T~, ~i -

r-~-i-r-- -

--~i

--~ T i--T i-T ~ i ~--T--i -

-~~-T----

~-i-"i--rl--T--I---r-~--Y--___

1 I. SO

,-~~-- --------

---~- ----~ ~--- --------- -.-----------,--,.-- -- --.--.-----.~---r_-

1. 25 I----+---+--l--+-+--t-+-++---+--+---+--+-+--+-++-+----~-.---+--t--r-t--"h-t--t-+-i O. 7 5 1----+---+-~+_+--f_+_++---+_-+_-+__+-+_+_+++-----t-__I--_tf+jr-9t--=f=='lrttt__+_i_i 1/

~--

r O. 25 I---_+_--t--t--~t--+_+_t-i-----+-

FREOUENCY-CPS Acceleration Spectra for REACfORENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

60 Direction:

VERTICAL Elev:

283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-296

U 1

cr (f1 Z

a -

~

cr CI::

W

-l w

u u cr

-l cr

!r

~

U W

CL (f1 PEAIOD-SEC.

I I,.J

~

'J c)

U

~ I 1-r--i T

-, - -r- -'--- -,---- ----- F,,-,--T-i---,---i----- -,----- ---I T,--ri --T-, ----T --T -----1

1. SO
l. 25 I----+--+-+--+--+-+-I-t-t----+--+-+--+--+-+-I-t-t-----t--.---+-----f----t--t---r-;--t-I
l. 00 0.75 0.50 1---

t----t--

FREOUENCY-CPS Accelera tion Spectra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

56 Directien:

VERTICAL Elev:

304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-297

U I a:

If)

Z 0

~

I-a:

u::

w

-l W

u u a:

-l a:

cr I-U W

(l-If)

PERIOD-SEC.

I f)

'~

I 'J

,., l O G 1

1 r j ij-F-j---r ----1----

- r-jl-,-,--j-T----j-----,---------

---I-l-,-~T-I--,-___,_--1

1. ')0,-------.--.---- --.--.-- ---,

--,---- ~--.--,---------.---.------;.-

1. 00 O. 75 0.50 FRfOUENCY-CP')

Accelera tion Spec tra for REACfOR ENCL.


~~~~~-------------------------

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -

15%)

Node:

35 Direction:

VF.RTIC~

Elev:

313'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE lA-298

LJ I a:

PERIOD-SEC.

10 'j u C,!

I I

I i

i I-----,------I------rl'l-rl---~------,---~I-TI-T-I-,-----,----,

1. SO ----------- - -----
1. 25 V'I 1. 00 ~-----+----+--+---+---+----4-+-+-+------

z o

to-a:

QC I.&J

..J I.&J W

W a:

..J a:

Q(

to-W I.&J CL Vl r-I- ~~

1,.-

O. 15 i-----f----+-t---+-+-i--f-+-t-------+---t-----1--+---t--#-+-t-+t-

~I--~

'i

~~

u--

1

\\~

)j l..!--

M' h

\\

V r\\ fJ r

Hh

\\\\

,\\\\

~

"",- ~~ '--

--~

~

6 g

1 0 2

~

5 g

10 0 2

4 6

9 100 0.00 L------2L---L--L~-L*~~~--~~~~--~J-~~JJ------~ __ ~~

__ ~~~_1 0.1 FREOUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

43 Direction:

VERTICAL Elev:

313'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-299

LJ I a:

\\I'l z o I-a:

0::

UJ

-1 UJ U

LJ a:

..J a:

Ck" I-LJ UJ Ct...

(f)

PERIOD-SEC.

1. 25 I-------~---r--r-~~_rr+------+_--+__+_+_+~~+_-----------+_+_~~~
1. 00

f----t--t--i--+-t-++-t------+----+--+--+--+-~_+I 0.75 0.50 r------r---r--~+-~~r+------+_--+__+_+_+~+++_----_+--~--~~~~~I 0.1 6

8 100 FREOUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

21 Direction:

VERTICAL Elev:

333'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-300

LJ I cr Cf\\

z o

~

cr a::

w

....J W

U U cr

....J cr cr

~

u W

0-en PERIOD-SEC.

to c.

1 i-I j-' j-'-

, i r I [-I I -- r---

--;-,,-r -i-'--i---,----r-----I

1. SO --------- -- ---- --,-,------------------,---- ------ ----- --------------------,----,----
1. 25 1---_+--+-+-_+__-+--+--+__+_+__----+--+--+-_+__-+--1----4-+--+__---+---------- --

--t--~---t-i Loo ~----_+---+--+-_+___r-+-1__+_+__----;--__+_-~+_~r-+-+~~----_4----+____+__+_+_+__+4_1

~--

O. 75 1---_+--+-+--+---+--+--+__+_+__---_+--+-+-_+__-+-IF4__+_Hl---,.--+-----+__- j---- --

--- 1--

i--

O. 50 ~---+---+-+--+--+-+-+-+--~-- t------ji---

---I---ir--ff""-+-+-++I----fh/-......

I

\\rlI-~----+---+-I---It---+-+-+-1 -

r' '--r\\~

0.25 r-, 1r'V-~

- -- -----t---+--+-+lIJ1--t--+-HWH~~t--\\\\\\\\~~\\B::== -~ -- -r-r;:.

~bc=--

1'-----

jM

....... _~

~'Sy 0.00 ~---~-~-~~-~~~~----~~~.-~~--~---~~-~~----~-~~-~~~~I

o. I 2

~

5 8

1 0 2

~

5 8

10- 0 2

6 8

100 FRfOUENCY-CPS Accelera tion Spectra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GF. CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

33 Direction:

VERTIC~L Elev:

333'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-301

U I a:

\\FI Z

0 -

~-a:

Ct::

W

--.J w

u u

u:

--.J IT

!Y

~

l.J uJ t:L.

(/)

PERIOD-SEC.

I (;

r~

I rj 0 I D S 1

,--I i --r--j--,,---,------j------ri -T-IT--T-T--T-------r---*---JT-I~I

-I~I---;-I --.--, --.-1----1 1. SO

--'--0-- ---- -- ----,,---r--,---,--,----,---,---r-

1. 25
1. 00 0.75 0.50 0.25
o. I 2

S

!3 1 0 2

2 6

0 100 FREOUENCY-CPS Accelera tion Spectra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%)

Node:

9 Direction:

VERTICAL Elev:

352'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-302

U I cr VI z

a

~

a:-

li::

w

...J W

U U cr

...J cr:

(k'"

~

u W

Q..

IJ)

PEAIOD-SEC.

lOS

)Ij G~

OS!

l'i-T-,--r---j-----r----j----------1-j-r--j-y--,-----r--,--- --- ---

-j r--j J -,1-,---,-----.-1 -----,

1. SO,----------'---If-'-I------ ---r-

--'--7--,.-----,---,r---o--r-1.25 1------r---r--~t-~-rt+------+----+--+-+-+-tr+/-~~-------+----~--+~r4~~

i~

],00 r------r---r---r-T-~-r++-----+_--+__+~_+~++~----~--~---4_~~~~1 0.75 I-------r---r---r-+-~-r~--------+-----+--+~-+-~~+~-----~----r--~-~-~~H 0.1 2

5

!3 100

~REOUENCY-(PS Accelera tion Spectra for REACTOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

13 Direction:

VERTICAL Elev:

352'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-3.03

U 1

cr ifl z

o

~

cr 0::

W

-l W

U U cr PERIOD-SEC.

10 '.;

fj 0

0 01 j-r-j-1T---r--,--'------ r---------Tj-,---,-r-,---r--,----,- -----T'-,-l---;---T -I --l-----r-----j

1. SO -------------,----- ------ --- ------------ ---,------- -----,----- ------------
1. 25 r------+---+--+-~4-+4-~~------4--~-------~~~-+------~---_4---~-~-~+4~

1.00 f----- -----+---+-,I------i>---t--t---t-+------ ---

---t__+--+-;I-+-t-+-----+---+--f.--+-+-I~4-1 0.75 ir-l 0.50 r----+---+-+--~4-+1-rt__----_+---+--+-~-4_+4_H~-+-~--~--~+_+4~~

O. 25 I----~-_+-_+__--+----+-+-+-

FREOUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.

1'----'

I {


~---------------------------

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED -

15%)

Node:

129 Direction:

VERTIC!L Elev:

201'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-304

L)

I a:

U"'I Z

0

~

~

a:

a::

w

_J W

U U

cr a:

~

~

u W

0-U"'I PERIOD~SEC.

11) "

1 fJ fj

~

U rj!

,-,,--r I---~--T----

I

-- -- -, j,'-;--,-----,------r ---------,r---i-Ti-r ---;-----1 ---,------,

1. SO
1. 25 I----+---+--+--+-+---t-+-++---+--+--+----+-+~--+---+_+_-------- --- --t--+-~~--l
1. 00 0.75 0.50 0.25 I

--c--

I i

( B If rR~

I I H

'I

~

I-H

~

I-~V J~ ~

V-Lj 5

G 10 0 2

Lj 6

(3 100 FRfOUEN(Y-(PS Accelera tion Spectra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-RASI~ ENVELOPF (WIDENED -

15%)

Node:

107 Direction:

VERTICAL Elev:

217'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-305

L)

I cr (J) z a

~

cr 0::

UJ

-l UJ U

U a:

PERIOD-SEC.

10 r, o !

o ~I l-r~I---'-I-T- ---- -,---- ------1-iri--,- I I

I

-'---iTi-i-i---r-i---r-r---1 1.50 1.25 1-------+---+--+-~~+4~~-----~---4---+_4_+-~4~--------+---4--+~-4-+~~

1. 00 f------_+---+-

--t--+-~r_+_----------- r----+--+--+-_+_+-+-+-~--__t_--+--+__+__+_+_+_+_I 0.75 1-------+--_+--+_~4_~-~~-----_+--_+--+-~4_+~~~---_+---+--+_4_4_++

-l-I----,

I----,

O. 50 1----_+--+---4--+---+-+-1-+-+ ------ --

---+__+__+_+-+-HI-~-H---t---+-+__+__+_+_+_+_I 0.25

.--1-' \\

I-I...l h I-f-I 'rhY-l JI-f-J

~

I-'

~

lJ

'1.1-

~

6 5

10.0 2

6

!3 100 FREOUENCY -CPS Accelera tion Spectra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

80 Direction:

VERTICAL Elev:

253'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC fiGURE 3A-306

U I cr Vl z o

~

cr a:::

UJ

..J UJ U

u 0:

..J cr cr

~

U LLJ (L

If)

PEAIOD-SEC.

10 r;,

I C,

~ I U c~ I "I-'~ I I

--Ti-'-i-r-,---'--i-,-----,

r~-r-i-r----r----I 1.50 ---

--r--- --------,--- -

- r-:--

1.;25 I------+--_+-+-~-+-+-t~t__---_+-_+-+_-+__-+-_J..__+-t_i----+_----r__ --~_+--+--1H 1.00 -------1----~-~--+-+~~~-r--------r_--+_-+~_4_+~-rr----+_--+__+~_4_+44~1 O. 7 5 I----_+--+-+_-r--+-+-t-t-t------+--+-+--r--+-+-t-+-t__----+--*~--_____!-~I__+__+_H O. 50 ~--_+_-_+--------f----

-- c---

0.25 0.00

~--I\\~~

~ r-f-~U LJ~

r-t---t-4--l-LLJ l ____ -J'--_~_~---'--__ L_'-______ ~.

_____..L=~~~r:LUll ___.-L_~_LLlJ((D 0.1 2

6

!3 1 0 2

6

!3 10 0 2

6

!3 100 FREOUENCY-CPS Accelera tion Spec tra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-RASle ENVELOP~ (WIDENED -

15%)

Node:

59 Direction:

VERTIC~

Elev:

283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-307

U I cr PERIOD-SEC.

I fJ

')

IJ

/) 1 I) -j 1 ITI-) -, -r--j----'-------j-- --- -----rl-l-j--r-i-r-,-- -,-------,

r,~--r---i'-'---r---I

1. ')0

--- --'-'- -- ------- --------.-- '----J -- ---------.-------.---.---~----- -- -

1. 25 1-----+---+-+----I---+--+-t-+-~-**-+---4-_+___+__+_-_+_+_+_t_--__l--l__-f___l--t_+~H V"l 1.00 z o r-cr c.:::

W

-.J W

U U cr

-l a:

er-r-u IJ.J CL V"l O. -IS

~ I\\-

O. SO -----4---+----4-1--- --- -- -

I,--r-0.25 0.00 0.1

,-f-I~hr~~

r-r-I\\. I~

~t I-r-r-,\\'r \\

,/

~

~

2 6

!3 I 0 2

4 5

[lID_ 0 2

4 6

[lIDO f:RfOUENCV-CPS Accelera tion Spec tra for REACfOR ENCL.

~~~~~~~-------------------------

Load Case:

AXIS~ETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

54 Direction:

VERTICAL Elev:

313'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-398

u,

a U"l z o

~

a cc w

-l W

U U

cr PERIOD-SEC.

I U "

f; I) 1 0

"1 j-r -OJ -r-,

r i ---- r-

"I r -j f --,----"T-** 0j_

  • ~-*----*r -- _
  • -----I'~*-I *-r---~I-______r--*,-~----I
1. ')0 ------------ -- --- -------- -------

-j ------------ ------- --------- -,.....-- -------------- -

--r--,-

I. 2S 1-----+---f--f---+-+--+-+--+-+----+----4---+-___+_ ~r_+_++------- -------- --r---/--+-+-+--1H

\\

O. 7S I----t--_+_-t--+--t-t-t-+-+------t----+--+--+--t--ilfr-~~ --------

0.50 ~---~--_+_-t--+-t-t~-+~-----+__+--+~-+~r~-~+_---4_--4_~~~r_+_~1 I\\. ~

r--~ 1,--1 O. 2S I------+----+---+--II--+-!---+-t-+------ r-----

I\\/~

r--I-i\\ ~

0_ I V-

""--r--r-t--+-If-H 2

s

!3 1 0 2

6 Q

10 _ 0 s

5 100 Ff~f_OUfNCY -[Pc)

Accelera tion Spec tra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

32 Direction:

VERTICAL Elev:

333'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-309

U I a (f'l z o t-a Ct:

w

-l W

LJ LJ a

  • .J a

U:"'

t-LJ W

c...

Ul PERIOD-SEC.

I. 2S 1--

\\

1. 00 -~-~~- --- - -ll
o. 7 5

+---+----I----~-+----+.-Il

.. -._,....,... -.. ---~-+---+----+-~__+_I-+--I i

2 5

!3 10 0 2

6 f3 100 Accelera tion Spectra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

12 Direction:

VERTICAL Elev:

352'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-310

U I a:

10 0 rrrri-r i

---T------j 1

  • C) a r--------,-------y----,-,---
1. 25 PERIOD-SEC.

! D C !

a c.

'-T,,-r---j---r - -T- ------r--- -------p-,'- j--r --,--,- --r --- - --I

--- -- ---- -------- - - ------------- --------------- --------r-

~

1.00 r----~--r-r-+-~~+4----+_-+__+_4_+~++~----~-~-+_~4_~~1 z

o r-eI:

lie W

-l W

U U a:

0.75 I----~--_r--~+-~_r++----+_-+__+_+_+~+++_----_+-~-+_~+_~~

0- I 6

g 10.0 2

6 8

100

~REOUENCY -CPS Accelera tion Spectra for REACfOR ENCL.


~~~----------------------

Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node: __

6 ____ Direction: _V_E_R_T_I_C_A_L _____ Elev:

410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-311

u

o -

III:

1&.1

...J 1&.1 U u IE

...J III:

U 1&.1 CL In t'tKIUU-:'U.

10.0 1.0 0.1 O.ot II I I I I I

I I

II I I I I I

I I

I I I I I I I

I I

I 6

q r-----;---+--r-r~~;;------r_--r_;_4_~~++----~~~--+_+_~~~

~~~ \\~~

oL-----J---L-~-L~6LLJBJJ----~2~~L-J-~6~-~-~-F-rL-----J---1--L-LJLlllJ

o. I 2

It I. 0 0

10. 0 2

6 0

100 FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC GE CO-HASIC ENVELOPF (WIDENED -

15%)

Node:

7 Direction:

VERTICAL Elev:

217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*312

U I

lC....

7 u

PER !nn~EC.

IC.r.

I ~

C.I D.C' I',....,.-;-.-**,**.--l--,----r-;-.'.--r-r-'--r-* r------,r-;-:t-.,-'---r-..---T-----I l Q.-----.----. -.-- "---,- -- -, *.. -.... ---- --..* -.* ;.. -.-----** -

-.-' -------.-r---

2.. ~ J-----~---t-- -f-- -- - -- -t-----I---I- -~

f-

-I----t-- --*t--i--lt-+-+-tH

~.!l 1-----1 --I---I--+--+--14-H~*--,...*--t--t*--t-t*-t-f-f-.t----I---f---t-II--+-+-+-H I. 'j t-----t---I--+-+--+--+-~4+_*---I*--- -I-~

-- -I--"*-*.. I--If---I-*.... *- -- t-t-I. 0 t---t----i--t-t--t-t-H-t--t---t-1-f--t-1il-+++-IIJ--v--H,'--.-+I-+-+-H-I-:'

i 1-1 C. r, 1----t---I--4.-+-I---I-1 "1 (L 0 '---__

~--1--L~-L......!-L..;....~---___

........ ~

  • . ~-=.L.--::-~..I-:.. ____ :l-_.L-.-.-'--=---L-~I....L.I

~. I 2

"',', I. 0 1

.,';', 10. !l 1

fi!J 100

~REOl:fNn -( !",

Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

7 Direction:

VERTICAL Elev:

239' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-313

U t

(£ L'

...J U v....

U lal o/l "fR!O!i. ':Iff.

l!l r; I "

).!

0.';'

.;-_. -,----_.. j---------rj' 'j- --,-.:-- 'j'.... -"--"-----j-'-j-'-, -r--,---,---,---,

J C r. -.---._-.. [-- -------------.---------- -~-r-2.!' 1---- --ll-~-_f.---~-....,t+--~-_

--I---' --t-+-t-t-t I

,.' i I

I

. I i !

I r----I I

.~_.* _ *. ___ --~--'f-- ---t-+-t---

i i! ; i

~--T I I I

i I

I I

I

~.!l r-.-... ----!.. -. _. --

I I

I. 'j I-------+----!"-+~_+_~_t_----I---~-_I__.._; -'--1-- 'R --t--I,~~-H-rJ I

~ I !

I! i

-j

I' r61 ' I! i
t. 0 t------'---~I*I-:_t_~----- ---.----,

0

i. \\ ---T i :

I I

i!!

ro r

~.,

I

~ i. i',I 1

~

1--'---- f----- 1--.--... _------ - -- -._._- ~-I- -... __

~ _

~_~

-~.

~ ~:

1 ! :

0.0 -... -

~.,

2

~r-

-- -~---.;-;~ ~- -----""2 --
--.i~~J~.P.-o-. ')---,------j 1 -~ ~~.

Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

7 Direction:

VERTICAL Elev:

254' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*3/14

U I <<

z o

P~RfOO*SEC.

IC.9 1.9 0.1 O.!:!

1.0 2.5 2.0 1.5 1.0 O.S 0.0 I I I I I I

I I

I "ll,

I I

i I

I I

I I

I I

I I

I i

I,

I I

I I I

I I

I I

I I I I

I I

i I I

I I

I I

I I

i I

n I

\\.~

i I II

~

I i

I I

I i D= ~

I V-f'\\

I i

~

~,~

'r--... f B

_-~~~~n

-I rr--I-

!l.1

!Ii

'1 1.1) 2 Ii

'1 2

5 9

10.!)

ICO

~REOUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

7 Direction:

VERTICAL Elev:

269'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-315

u I a:

VI Z

0 a:

It:

...J lIJ u

u a:

...J a:

lIC...

U lIJ L en PEIUOn-SEC.

IOr*Orr~~~--r--,----~l.nOrrrt-r-r~r--. ____ ~On*I~~-r-r~~ ______ ~OA I I I I I I

I I

I II I I I I

I Ii i, I I

I I

I I

I 5

Ir---

r-~

Ir-~

l 2

-~

~

~~,

"-~

-~

~Si II I;

8 1.0 2

II fi o 10.0 2

6 8

100 O~----~2---L~~~~~L-----~--~~~~~LL

____ -L __ -L~~-L~UU 0.1 f RE DUE NC Y - CPS Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC GE CO-BASIC EtNELOPE (WIDENED -

15%)

Node:

7 Direction:

VERTIC\\L Damping: 0.005,0.01,0.02,0.03,0.05 Elev:

289' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-316

u.

u:

z o

P~R:OG*SEC.

Ie ~

C.l I

I I

I t I i

O~I

, ', i I

].~ r-----.--,--.-TlIT~~~--,_--~,_,_TI~rMr-----~~--r-~--~1 I

2.S~

1----~~~+-+-~~;-----~--+-~~4-I~~~---~_*---~~~~.HH i

I I

2.a~--~~~~~~H----4--4-~I-+~I~H+----*~+~~-+~~~1

. I

~\\ I I I.S :------t---+---I--i-+-+--+++--4-, --1-+ -~i t-+-H-,II r------H\\"-+--I-4-+-i +-+-I--H I I rr~ I I 1.0 ~--t-~+-+-1~I-t-----t-!

~-+-II -f--H t

4++-1 1--+4 I--+-\\ --J-.+.-

1 ~r

\\

1 I,l 0.5 ~----r--;--+-~r++++-----~--+-~~~-H~.,J~ ___ ~_\\+ __ ~~~~~

D.OI '--~~~~~-~-::--L:~~~'~~-'

---!---L-'--L-IL-L...JI~-

2 J

~

'1

  • 0

~

of Ii I)

10. ~

2 of r,

'j 100

.:'REOUENCY-("S Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

7 Direction:

VERTICAL Elev:

304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-317

U I

CE In z

o t-CE G:

...J...,

U U

CE

...J CE G:

U IaJ CL.

In PERIOD-SEC.

10.0 1.0

",',, I 0.1 0.01 I, I I I

I

," I. 1 1 t

I 1.0 r-------.-----r--r-r,-TT,.------------r-~r_,_,_Tlrrrr----~_,----~~r_~~~:

fREDU£NCY-CP!i Acceleration Spectra for CONTROL STRUCTURE Load Case:

AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED -

15%)

Node:

7 Direction:

VERTICAL Elev:

332' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-318

LJ I cr Vl Z

a -

I-cr Ik::

UJ

-l UJ u u cr

-l cr Ir I-U UJ CI...

V'l PERIOD-SEC.

'0 'J

, G I

I I

r r

o 1 o Q1 I

1.50 ----

--~-------~--~~--~~~~------~--~~~~~~,

}.25 1------~--~--~+-~~++------+---+--+_4-+~++4_----_4--~--4_~4_+4~

1. 00 0.75 0.50 0.25 I------~--~--~+-~~++------+---+--+~-+~+++-----~--~--+_~+_~~

0.00 ~

____ L-~ __ ~LJ~ll~ ____ 1-~L-1-1-~~~~~~~~~~~~

0_ 1 2

Lj 5

f3 1 0 2

Lj 5

0 10_ 0 2

Lj 6

6 100 FREOUENCY-CPS Accelera tion Spectra for REACfOR ENCL.

Load Case:

AXISYMMETRIC GE CO-ADS ~NVELOPE (WIDENED -

15%)

Node:

159 Direction:

VERTICAL Elev:

177 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A-319