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{{#Wiki_filter:}} | {{#Wiki_filter:MODE No. 27 FREQUENCY= 18.39 Hz PARTICIPATION FACTOR= 27.28 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-160 | ||
t .... | |||
J MODE No. 29 FREQUENCY= 29.86 Hz | |||
_T PARTICIPATION FACTOR = -10.40 t-' _r | |||
_r LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-162 | |||
- J MODE No. 34 FREQUENCY= 74.39 Hz PARTICIPATION FACTOR= 7 .82 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-163 | |||
I I MODE I FREQUENCY I PARTICIPATION No. I (Hz.) I FACTOR I I I I 1 I 14.20 I -4.04 2 I 24.75 I 1.59 3 I 37.67 I -0.0003 4 I 47.39 I -1.04 5 I 48.03 I -0.0001 6 I 68.63 I -0.00005 7 I 73.01 I 1.77 8 I 78.53 I o. 71 9 I 82. 70 I 0.59 10 I 94.42 I -0.00007 11 I 99.84 I -0.31 LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 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 1AND2 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 1AND2 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 PARTICIPATION FACTOR= 1.77 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0") | |||
FIGURE 3A-168 | |||
PERIOD-SEC. | |||
: 10. 'l I 0 0 I 0 01 1 11 1 1 | |||
~-~-~r---.~r-,.--r-r-.-..-~~~.-~.-~-:---,.-~,-,-.,--~~__,..~_...~~~'--.--.-~.I 1 1 1 I 1 I I I I I I I I I I I I ' I I I.SO | |||
: 1. 25 L.l I | |||
er 111 I. 00 z | |||
0 | |||
~ | |||
t-a: | |||
a:::: | |||
Li..J | |||
...J Li..J l.J 0.75 l.J a: | |||
...J a: | |||
Ct' t-l.J Li..J a.. a.so If) 0.25 1--~~-t-~-t-~t--+-+-+-+-+-+-~~~+--~+--l--+--+--+-+-+--+-~~-+~--+~-+--+--+-+-+-H 0.00 D. I 2 6 g 1 0 2 6 8 2 6 8 | |||
: 10. 0 100 i:-REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-169 | |||
PERIOD-SEC. | |||
I0 G fJ | |||
--..---,---G-,~! I -i-,.,--,-,~-,-~ | |||
I 1-r-1-r-11-,---,---* - - ..'..Ti. r-*i. T-1*- r -*-r-1 1 - - - - , - , - - - 0*1'} I | |||
: l. 50 ------- *------- --*--**- -----~-- | |||
Ll I | |||
er | |||
\j") | |||
I. 00 z | |||
-era I-CZ:: | |||
w | |||
_J w 0.75 w | |||
w a: | |||
_J a: | |||
(r' I-w lJ.J CJ.. | |||
If) 0.50 | |||
: 0. l 2 5 5 2 5 B I 00 I 0. 0 l="REQUENCY-CPS 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE '3A-170 | |||
PERIOD-SEC. | |||
10 0 l Q ~ I a r:; ! | |||
l'l'T---, I ' - - - - - , - - - -1 11""1-r r - - i--,------1~ 1 ' 1 1 1.50-L) | |||
I er | |||
(/"I | |||
: 1. 00 -- -*-- -- -+-----+* --- - --~-+-1-+-t-----+----+--t--+-~--+-~I z | |||
D l-a: | |||
Q:: | |||
w | |||
_J w | |||
LJ LJ a: | |||
...J a: | |||
er 1-LJ w | |||
Q.. | |||
I/) a.so r----+---+--t--+-+-+-+-+-t----+--+--+-+-+-+-++-+-----+---+--+--i---+-+-+-+-1 | |||
: 0. 00 -------- *~--~~i.l~---:'j-- | |||
2 - | |||
5 2 2 6 0 | |||
: 0. I I 0 100 FREQUENCY-CPS Acceleration Spectra for REACfOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 3 Direction: N-S HORIZ Elev: 217'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE .3A-171 | |||
PERIOD-SEC. | |||
l 0 ') 1 fj 0 GI I I I I I I I I | |||
' I ' I -,- -T I I I I l | |||
: l. 50 -------,.--~--~------ ---,---,-------..----~--~-~~----------------..----.,----,.-~ | |||
L) | |||
I a: | |||
(J) | |||
: 1. 00 --~----4--- --~-- --~ - _._ _____+---+---+---+--+-t-+-++-----+---+-+--i---+---t-+-1--1 z | |||
0 1-ct a:::: | |||
4J | |||
_J 4J u 0.75 1----+---+--r-t--t-t-+-++---+--+--+-+-+-+-+-++----+---+--+--+--+-+-1-~ | |||
u ct | |||
_J ct er t-u 4J CL (J) 2 5 8 1. 0 2 5 8 2 6 f3 JOO | |||
: 0. I 10. 0 F"REOUENC Y -CPS Acceleration Spectra for :REACTOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 4 Direction: N-S HORIZ Elev: 239'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-172 | |||
PERIOD-SEC. | |||
*.J l 1- 11-r-1---,--1 ---i----**-1 * --- - - ,,--,-* -,-i--,-- ** 1**** -**- r* -* --- -*--11-1--r*-1--r--T--i-----,-------**1 I. SO - - - - - - - - - - - ~---- --*-- ~- ----*------- --------**** * -- -*- -- ---** . .,.. ----- ------------ -*-** ---*- ---~-- | |||
I. 25 1----+----+--t---+-+--+-+-+-+-----+---+----+--~--+--+-+-+--+-----+----+--t---+-+-t--+-+-1 L.J I | |||
er Vl I. 00 z | |||
0 t-er u:: | |||
w | |||
_J w 0.75 LJ LJ er | |||
_J er er-t- | |||
LJ w | |||
CL I.fl 0.50 0.25 1~---t----r-t---+-+-t-t-+1----+---+----+--+--+--+-+-+--+----+--4--+---+-~+-+-+-i 0 I 2 5 2 5 !3 2 5 100 I 0 10.0 [j | |||
~REOUE.NCY-CP', | |||
Acceleration Spectra for REAC'fOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 5 Direction: N-S HORIZ Elev: 253'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*173 | |||
PERIOD-SEC. | |||
10 0 I 0 0 I O 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.SO .-~~-.~-.~.-.-.-r-.-,-;-~~~-r--~.--,--.-.--.--r-.-,.-~~--,-~-,.~-.-~-.-~-.- | |||
L.J I | |||
er (fl I. 00 z | |||
a t-er Q:: | |||
w | |||
_J w 0.75 u | |||
u a: | |||
_J a: | |||
CY t-u w | |||
Cl.. | |||
V) 0.50 | |||
: 0. I 2 4 6 8 1 0 2 6 8 2 4 6 B 100 | |||
: 10. 0 FREOUENC Y-CPS Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 6 Direction: N-S HORIZ Elev: 269'-0 Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE.GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-174 | |||
PERIOD-SEC. | |||
u I | |||
er I. 00 - - | |||
* z | |||
-er 0 | |||
I-Ct:: | |||
w | |||
_J w 0.75 u | |||
u a: | |||
_J er Ct' I-u w | |||
CL IJ) a.so -- | |||
0.25 1~~~-t-~-r-~t--+-+-t-+-+-t-~~~+-~-+--+--+-+-+-+-+-+--~~-+~--+~-+---+--+--+-+-+-l | |||
~~ | |||
o.oo L_~~l~l~LLLJlll~~~L~LJJJ~~~~===!~~=~---~~J+/-JJ 2 6 5 I 0 2 5 5 2 5 u I 00 | |||
: 0. I I 0. 0 | |||
~REOUENCY-CP'i Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTIJRE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 7 Direction: N-S HORIZ Elev: 283'-0 Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-175 | |||
PERIOD-SEC. | |||
I 0 Ci I 1 C: !* f) 'j? | |||
1~r~1-r--,----~*--j--l-j--I I I ~,-j-lJ---,---..-,---j I. SO -------- - - - - - --r-***-------- ------- - - - r---~~-~--------,-------r-*-~~~ | |||
L) | |||
I a: | |||
(fl I. 00 z | |||
-a: | |||
0 I-er w | |||
_J w 0.7S w | |||
w a: | |||
_J a: | |||
fr"' | |||
I-w w | |||
CL Vl a.so D. I 2 5 £l I 0 2 5 6 2 6 8 | |||
: 10. 0 100 l='REQUENCY-CPS Acceleration Spectra for REACI'ORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: Direction: R-S HORIZ Elev: 304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-176 | |||
PERIOD-SEC. | |||
10 'J I. | |||
11 -1 T-- I so ------------------- | |||
-- r- -- 1 T- -i-------------- -------- *--*-i _____________________ [________ ---------- | |||
* -- 1 11--,--, -i--r- 1--- --- r - - - - - --~ -,-T-,- 1- 1----r - - , - - ---- 1 u | |||
I er | |||
(.['I I. 00 | |||
.z 0 | |||
I-er c.::: | |||
w | |||
_J w 0.7S LJ LJ er | |||
_J er CY I-LJ w | |||
CL I./) a.so ----- | |||
: 0. 2 s 1----4-----+----+---l---+---l-_.__.._-~---l-------+----J--<--+*--+-+--+-+-----+---+---+--+--+--~-+-I 2 r-; 5 I 0 2 2 | |||
: o. 1 G !3 I 00 i=-REOUENC Y-Cl'', | |||
Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 9 Direction: N-S HORIZ Elev: 313'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-1n | |||
PERIOD-SEC. | |||
r--------,.--,----- --- ----.-------------- - - -- | |||
G l 0 ' ' | |||
I l j I j 1---- 1 ** - -j- - . I j f j - , - j T - j -----T- -------/Tll--1-,-j_T___ 1- i I. 50 *-----~-------- 1 I | |||
L) | |||
I er l/1 ). 00 z | |||
0 t-er Ct'. | |||
w | |||
_J w 0.75 LJ LJ er | |||
_J er Cr' I-LJ w | |||
(L If) 0.50 2 r:; S I 0 2 G '3 I 0. 0 2 fi B I 00 Q I FREOUENCY--CP5 Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE ,,. | |||
Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 10 Direction: N-S HORIZ Elev: 332'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-178 | |||
PERIOD-SEC. | |||
---------r I 0 '~ I ') '..; ! 0 0I | |||
,~--i--r-1--,----,----~-1-T-i---,-i ------,--- ---TIJ,-/--,--T--,----1----, | |||
I.SO~------- ---~ | |||
Ll I | |||
cr I/) | |||
I. 00 z | |||
0 | |||
~ | |||
I-a: | |||
a::: | |||
LLJ | |||
__J LLJ u 0.7S u | |||
a: | |||
__J a: | |||
er-I- | |||
u w | |||
CL I/) a.so - | |||
l'"REOUENCY-CPS Acceleration Spectra 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-179 | |||
PERIOD-SEC. | |||
j,--j-T - j---i-- - I--r-----,-----'i'J-,--l---r-j*---,------j1*-~jT-j--I ---i-----1 | |||
: 1. so - - ---- --- - ----r - - --- -- - -r---- - . --- *-*- ----*--,-..----------,......---.... ---------~- - | |||
u I | |||
er Vl 1. 00 --->-- --~- -- -+--+---+---+--+--1--------+----t---i-~f---+--+-t-+----+---+-----+---+--l--+--+--+-l z | |||
0 l-a: | |||
cc: | |||
w | |||
_J w | |||
LJ LJ a: | |||
_J a: | |||
er t-u w | |||
CL If) Q.50 t------+---!--t--+-+-t-+--+-+-----+-------+--+--+---+-+--+-+-------4--4--+---+--+-...__--+-I 0.25 1----t---+--t--+---t-t--+--+--r-----t---+----+--+-+-t-+-+-+----+-~--+--+--+-+-+--+-i 0.00 | |||
: 0. I 2 '3 I 0 2 4 / *\ s a Io - o1 6 g I 00 1 | |||
FREOUENC Y-CPS , , | |||
I f | |||
! ( i I Acceleration Spectra for REACTORENCL., cbNTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: ~~1_2~~ Direction: N-S HORIZ Elev: 410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-180 | |||
PER I CD -SEC. | |||
IC G I a C ! Q Cl | |||
.~.~.-.--.~~-.~.---~~,~~~.--,-r--,~~.-.-,~-1~-.-,~~~-,-r--,-,.--,--.-,~l~~,~--r,~~__;_, | |||
u I | |||
er | |||
....... ). 00 z | |||
D I-c.r CZ::: | |||
LIJ | |||
.....J Ll.J LJ 0.75 u | |||
er | |||
.....J er CY I-u w | |||
CL. | |||
VI 0.50 Ar-....., | |||
J?b '--l u=H. IQ,, I:=:~ | |||
o.oo L~~-2L~L111lUL~~J_J | |||
: 0. I 'I r, '3 I 0 2 | |||
__ LlLUJJ~~~~~I~~JJ1:rJ | |||
'I r, '3 I 0. Q 2 ~ r, B I 00 FREQUENCY-CPS | |||
.Acceleration Spectra for REACfORENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%) | |||
Node: 1 Direction: E-W HO~IZ Flev: 177'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-181 | |||
P!::R ! OD -'.JEC. | |||
10 c I 0 0 1 !J. C? | |||
1 1 0 0 I I I I L) | |||
I er | |||
...... I. 00 z | |||
0 I-u: | |||
u:: | |||
w | |||
....J uJ w 0.75 u | |||
u:: | |||
....J a: | |||
Ct" I-u w | |||
Cl.. | |||
V'l 0.50 0.25 r-~~-t-~-t-~t--+-t-i-t-++~~~+-~-+--+--+-+-+-+4+-~~--+~--l~~-+.--+-..i-+-+-I 1 | |||
'r-l 2 r, 'J 10. c 2 6 8 100 FREQUENCY-CPS Acee lera ti on spectra for __R_E_A_cr_o_R_E_N_C_L_.£-'_c_o_N_T_R_O_L_S_T_R_U_,C_T_U_R_E_ _ | |||
Load Case: KWU SRV ASYMMETRIC ENVELOl>F. ft.rT"FNED - 15%) | |||
Node: 2 201 '-0 | |||
--- - - Direction: E-W HORIZ Elev: | |||
na~ping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-182 | |||
?O_C I C | |||
* n | |||
..J | |||
~* | |||
v. | |||
1 1 I I I I I I I I I I I I I I I I I I I I | |||
: l. so | |||
: l. 25 1 - - - - - + - - - + - - + - - - - + - + * - + - + - + - - t - - - - - - + - - - - + - - +--+-+-+--t--t-+-------4----l--+--+---+--~~ | |||
u I | |||
c.r | |||
(."I | |||
]. 00 | |||
-z 0 | |||
~ | |||
I-er er: | |||
w | |||
_J w 0.75 u | |||
u a: | |||
_J c.r Cr' I-;- | |||
u w | |||
CL. | |||
ifl 0.50 0.25 | |||
~--. | |||
,t===:-... ,;::::=~ | |||
Jr--, | |||
L_LllllUL__J__J!!!!!!!LlLU~~~=~::='.I~~LJj~1~~~j l | |||
0.00 L___2 'i 'l I 0 2 2 9 a.1 'i 'l 10 0 !i 100 FREOLJENCY-crr) | |||
Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 3 Direction: E-W HORIZ Elev: 217 '-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*183 | |||
Prn!co-~Ec. | |||
!C'.:.: IC c'1 ~.C1 1--r"'.1-,-,l--,---:-l~~.~--:-,~~~-r-,.--,-r~,-.-,~~,~-r-,~~-,-.--.,~.-,~.~,~~,~--.,~~__;_,, | |||
I.SO ,.-~~--,~--,~-.-~-r---.---r~~~~~-.--~--.-~-.---.-~~~-,-~~___,.--___,,__~~ | |||
I. 25 u | |||
I cr: | |||
..11 I. 00 z | |||
D er: | |||
CE: | |||
uJ | |||
_J IJ.J u 0.75 u | |||
a: | |||
_J er: | |||
CY u | |||
LLJ CL iJ') 0.50 | |||
: 0. 00 1 | |||
2 I') '3 1 0 2 La. ~_JLJL_lllUJJ~~~l ijJJlU~~~:f:==!~b~,..-~-~~ Ii '3 10. G 2 6 9 100 FR EO UENC 'I' - CP' i Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%) | |||
Flev: 239'-0 Node: | |||
- - - Direction: E-W HO~IZ Dampin~: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-184 | |||
P!::R!CfJ-'.JEC. | |||
lC G I C C. ! ........... | |||
n "' | |||
i I I I I I I I I I I I I I I I I I I I I I I I | |||
]. 5 0 ,----.,..----,..---...-..,----.,--,.-.----.-------.---.,..---.---.,..---.--- - ---~---~----- - - - --- | |||
J.25 1-------+---+--t----r---t--t-+-+-+-------+---+---+--+--t--+--+-t--+-----+---+--+--+--t-+-+-+-f u | |||
I er | |||
~--. | |||
]. 00 z | |||
D | |||
~~ | |||
I-er c.:: | |||
uJ | |||
_J uJ 0.75 u | |||
u er: | |||
_J er: | |||
Cl"' | |||
1-, | |||
u UJ CL U'l 0.50 | |||
: 0. 25 f-----+---+--~+-+--4-+--+-+----------l~---------+---+-+-+--+-----+---- -* --+-~-+-+--+--1-1 | |||
.EB. | |||
0.00 L~J__lJ_lJ11JU_~_l___.L..LLUU1~~~~~~ | |||
: 0. I 2 ~ r; '3 I 0 2 ~ r; '3 I 0. 0 2 ~ | |||
~~ | |||
6 B I 00 FREOUENC Y -LPri Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%) | |||
Node: 5 Direction: E-W HO~IZ Flev: 253'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-185 | |||
PER I OfJ -SEC. | |||
10 G I 0 C. l () "' | |||
J. so'.-- ' 1 _ . _ ,-.---'-'--*~-'~-~-*_'_._,___ ' - '-*-_,--'-.-'i---:--.-,-,r-:----.----~-,---.,.--1..---...-~1 | |||
). 2S u | |||
I er | |||
"'., ). 00 D | |||
z I-er c.::: | |||
w | |||
.....J w 0.7S LJ LJ a: | |||
.....J er Ck' I-(.J w | |||
CL iJ') a.so | |||
: 0. 2 S r-----t-----t--i--+-+--+--l-+-+----4----+--+.---+-4--4---1-i--i-----------+------4--___._---- ~~I Jr=.~ | |||
o.oo L__l_l_LlUlll__~L~1JJJ1Ll~~~~~5=~~.~d:::b:b:U~ | |||
: 0. I 2 ~ f.i 5 I 0 2 ~ '1 5 10. 0 2 | |||
. 6 8 100 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: Direction: E-W HORIZ Elev: 269'-0 Damping: O.OOS,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-186 | |||
PERICO-SEC. | |||
10 c 1 0 0 I i I I t I I I . I I | |||
' I I t I I I I I I I u | |||
I er: | |||
: 1. 00 z | |||
0 t-er: | |||
c.:: | |||
w | |||
_J w 0. 75 u | |||
u er: | |||
_J er Ct' t-, | |||
u w | |||
CL. | |||
(J') a.so 0.25 0.00 O. I 2 i; '3 I 0 2 Ii '3 10. !) 2 fi B 100 FR EO UENC Y - CP ri Acceleration Spectra for REACfORENCL., CONTROL STRUCTURF. | |||
Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 7 Direction: E-W HORIZ Elev: 283'-0 Damping: o.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-187 | |||
IC C t 0 C 'I 0 Ct i I I I I I I I 'I I I ' I I I' I I I I I I I I I. so | |||
]. 25 LJ I | |||
CL | |||
]. 00 z | |||
0 t-CJ: | |||
~ | |||
w | |||
_J IJ.J u 0.75 - | |||
u CJ: | |||
_J a: | |||
Cr' u | |||
w CL VI 0.50 | |||
: 0. 2 5 - - - - - + - - - + - * - - ~*-- -- ~- ~ --t-+---+---t---t---f--+-+--+-+-+-----1---1--+--+--+-+-+-+-I F REG UENC '( - l P 'i Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%) | |||
Node: 8 Direction: E-W HO~IZ Flev: 304'-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*188 | |||
Pt:RICD-SEC. | |||
10.C l c 0 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 u: | |||
I. 00 z | |||
-u: | |||
0 I-c.:: | |||
w | |||
_J w 0.75 u | |||
u u: | |||
_J a: | |||
Cr' | |||
,t-u w | |||
CL. | |||
a.so 2 Fi 13 100 FREQUENCY-CPS Accelera~ion Spectra for REACfORENCL., CONTROL STRUCTURF. | |||
Load Case: KWU SRV ASYMMETP.IC ENVELOPE (WIDFNED - 15 %) | |||
Node: 9 Direction: E-W HO~T7. ~lev: 313'-0 Damping: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-189 | |||
PtR ! 00 -SEC. | |||
IC S I C 0 l .v. (ll I | |||
',~-'~-'-*r--'-.~r-11-.-.-. . .*-'~'~-.'~'-.-'-:--.'---c-.-7'""~~~--...----,.--.---'---.---,-....---.' | |||
I I I I I I I 1.50 . | |||
u I | |||
er | |||
....... 1. 00 z | |||
0 I-er c.i:: | |||
w | |||
_J l.J.J u 0.75 u | |||
a: | |||
_J a: | |||
Cr' I-u w | |||
c.. 0.50 ii) | |||
Q. 25 t-----t---t--r--+--+-t-t-++---4--.+---+.~--i--+-+..-i-4--------l.--....J.*---- ~~--+-~-+-I 2 6 B 100 FREOUENC Y-CP~J Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Elev: 332 '-0 Node: | |||
--- 10 | |||
- - Direction: E-W HORIZ Damping: O.OOS,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-190 | |||
PER !OD -SEC. | |||
IC G I C c 1 c "' | |||
I l I T I l I T I | |||
: 1. 25 u | |||
I u:: | |||
""" I. 00 z | |||
0 u:: | |||
Ck:: | |||
UJ | |||
...J UJ w 0.75 u | |||
a: | |||
...J u:: | |||
Ct' u | |||
UJ CL. | |||
(J"J 0.50 r, '3 JO_ Q 2 fi 8 100 FREOUENCY-CP'i Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 11 Direction: E-W HORIZ Elev: 352'-0 Dampin~: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-191 | |||
PER !OD <.iEC. | |||
10 ~ I 0 0 t* *o Cl I I I ' I ' I I I I 1 I I I I I I I I. so I. 25 | |||
(_J I | |||
c.r I. 00 z | |||
-c.r 0 | |||
t-c.::: | |||
l.JJ | |||
_J w 0.75 u | |||
u c.c | |||
_J u: | |||
Ct' t-u w | |||
CL.. | |||
V'I a.so 2 !i 6 100 FREOUENC'f-CP'J Acceleration S.pec tra for REACTOR ENCL.* , 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-192 | |||
PERIDD*SEC. | |||
10.G I 0 0.1 !J.Ol r,1-1,-,-!~1r-r1~~1--,!,--~~I~~~~,~1~1~1-.-!-.-I-.--,~~l~-,--!~~~~,~1~1~1.--.-1-.--!~1~~,~--..l~~----.I I H l.J I | |||
er IJ) | |||
: l. OG z | |||
0 I-a: | |||
a::: | |||
IJ.J | |||
_J IJ.J w G 7S u | |||
a: | |||
_J a: | |||
a:::: | |||
I-u IJ.J | |||
~ | |||
Ill G r,o | |||
...-=:-.. = ... | |||
L___l~l--:LLUlli~~~l--LJJJ~~~~===t~~=r~+/-t-~-d~d C. GG 0. 1 2 4 fi 6 I. 0 2 4 8 2 6 8 Fi 10. 0 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~---------------~~- | |||
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: | |||
- -159 | |||
--- Direction: VERTICAL Elev: 177' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPOfiT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A*193 | |||
PER! OD -'.°.JEC. | |||
JOG I 0 0. l G.GJ i~!-lr-r-'~,--,.,-,-~,--,--~~,~,~~~,-.--,,-~,.--,---~,.----,~,~l~!~i-,-- 1 ~1~~,~-.-,-----,1 u | |||
I a: | |||
. .n l . OG f----+---+--+----+---~-+--+-+-----+-----+----+---+--+---+-+-1--4------+--4--4---4-4-+--+~ | |||
z D | |||
t-a: | |||
CJ:::'. | |||
w | |||
_J w C IS 1----~--+--+--+-+---+-+-+--+----+--+---+---+-+-+-+-+-+------+---+--+---+--+--.+-+~1 LJ LJ a: | |||
_J a: | |||
O:' | |||
t-LJ Ll.J CL | |||
(/") 0. r,c 1----~--+--+--+-+---+-+-+--+----+--~--+---+--+-+-.+-+4-----+---+--+-4--+-+-+-+--1 (I. GG L __L_l_LU_lilL__L..J!!!!!!!!!!!!~~~flr=__l__L_LLUJJJ | |||
: 0. I 2 FREQUENCY **CP:i Acceleration Spectra for REACTOR ENCL. | |||
-----~------~-~----- | |||
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: | |||
- -154- - - Direction: VERTIC\L Elev: 177' Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-194 | |||
PtR ! oo -stc. | |||
! 0 C. I 0 0. ! 0 O! | |||
i 1 !1 1-11 1. -J,.---,.--1--_:_-r-T"'I,*~I~,~I~~,-~!- - | |||
. 1 i_,!-,l--y!--,l----,!--,ir-.-,,,..,-.-,.-,i-..- | |||
u I | |||
a: | |||
..n 1. OG z | |||
D | |||
~ | |||
I-a: | |||
et=: | |||
w | |||
_J w G 75 w | |||
u a: | |||
_J a: | |||
er I-u w | |||
Cl.. | |||
VI 0. r,o G. ~S i------t---t--t-+-t--;-t--+-+---+---+--+--+-+-+-+-+-+-----+-~--1-_J._..-1--1-1.-Ll | |||
: 0. GG L~LUllillL_l_llJ~~~F-5.~~~k--l~~~-+/--+/-+/-Jd | |||
: 0. I 2 4 Fi g l. 0 2 Fi 8 l 0. 0 2 4 fi 8 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
--~~--~~--~~~--~------~-- | |||
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Direction: Elev: 201' Node: | |||
- -128--- VERTIC~L Dampin~: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-195 | |||
J:' !-. R ! 0 0 '., f l . | |||
: 0. 0 I C Q C! | |||
l~T-T-1-.--~, ----,--i""'"I-.,..- I I I I 1 rJo ' - * - . . - - - - - - - - - ------,---,--,..-- -- - ... * - * - - - - *--.......---- ----~~-~ | |||
: t. H L) | |||
I c.r: | |||
VJ I. GC z | |||
D I-a. | |||
a::: | |||
w | |||
_J w | |||
LJ G 1:., | |||
LJ a: | |||
_J a: | |||
CY I-u w | |||
CL V) 0. r,o | |||
: 0. I 2 fl g I 0. Cl 2 4 Ii g I 00 F R EQ U E NC Y - L P '.°> | |||
Acceleration Spectra for ~REA~-CTO~~R_E_N_C~L-*~~~~~~~~~~~~ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: | |||
- -130 | |||
--- Direction: VERTICAL Elev: | |||
-201' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-196 | |||
Pt.R!CIO '..Jt. L . | |||
!O G I D 0 ! 0.0! | |||
r I I ! I I I I | |||
---------, I I I I I I I I I I I I I I l l I, r~o u | |||
I er V1 I. OG z | |||
0 t-er: | |||
0::: | |||
LiJ | |||
_J w C. "IS u \ | |||
u er | |||
_J er Q:'.'. | |||
t-u w | |||
CL r.n I), r,0 D. ~S t-----t---+-t-+-+--1-+-++----+--+--+---+-+--+-++-+------+--4--4----l-4--~-U 2 fi 5 10. 0 2 4 fi 6 100 FREQUENC Y--CPS Acceleration Spectra for REACTOR ENCL. | |||
-------~---~--~---- | |||
Lo a rl Case: K~m SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Elev: | |||
Node: | |||
- -106 | |||
--- Direction: VERTICAL -217' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A*197 | |||
Pt:.f\!UO SEL. | |||
10 C I 0 0 l '.J 01 j 1 I 1 I -r- I 1 -- - - ---*--ljl_j_T --r-r--J --~--j-,-j-Tj--,----,-- -,-- --- r------, | |||
I H l..) | |||
I er lfl | |||
! cc. | |||
z D | |||
-~ | |||
t-er: | |||
a:::: | |||
lJJ | |||
_.J w ,- | |||
u *-' "/'.; | |||
u er: | |||
_J cr CY t-w w | |||
CL V1 c r.n 11.1 C1 .r c ~~G L _ _-J.._ __L_J__J__L_LJ_l_L__ __L_~~~~~f=i_u__ _ _L _ _L_L_J_l_ljJLJ o_ i 2 4 r; 5 I 0 r, g I 0. 0 2 4 6 B 100 FREQUENCY-LPri Acceleration Spectra for _REA __cro | |||
___R__E_N_C_L | |||
__ . --------------------~ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
F.lev: | |||
Node: 108 Direction: VERTIC\L | |||
-217' Damping: O.OOS,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-198 | |||
Pt:R!OO ~EC. | |||
:o G I 0 0 ! ::J. GI f ! I I I I I I I ! f T I : 1 T I I I! I I I I I | |||
' I I I rJo | |||
(...J I | |||
cc | |||
(/'I I. 00 0 | |||
z I-cc Q:: | |||
w | |||
__J w G 15 u | |||
u cc | |||
__J cc Ir I-u w | |||
(L VI 0. r,o 4 fl g I. 0 6 g 10. 0 2 4 6 B JOO FREQUENCY --lP~i Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~--~~~- | |||
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: _ _ 10_4_ _ Direction: VF.R'fICAL Elev: 239' Damping: o.oos,o.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-199 | |||
! u _, 1 lJ () l i -, -;- - 11*--r-~,- r I | |||
: 1. r,c --*---~----- ----- --~------~------- ---- --- --------~-~-..----,-*-r----..-~ | |||
l H u | |||
I a: | |||
V' | |||
: l. 00 z | |||
0 I-CI CJ'.'. | |||
w | |||
_J w | |||
u 0. IS u | |||
a: | |||
_J a: | |||
Lr' I-u w | |||
Cl_ | |||
(fJ G. r,o Ci ~~ r----+--+--t--t--t-+-i-t-+-----+--+--+-~-+-+-l-+-+------+---+--+--4---+--+-4-+-t C.. OG | |||
: 0. I 2 5 g 1. 0 2 6 g 10. 0 2 6 8 100 FREOUENC Y-*CPS Acceleration Spectra for REACI'OR ENCL. | |||
~~~~~~~~~~~~~~~~--~~ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Elev: 253' Node: | |||
- - - Direction: VERTICAL Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-200 | |||
PE:.R!OD '.JEC. | |||
!O G I Cl 0 ! 0 Cl | |||
--,~I~ 1 ~1-.-- | |||
1 -1.--~!~~,--.-1*~~~~,~,~,-.,-,-l~'--1-~!~~l~~-l I .,, | |||
u I | |||
...a:, | |||
z 0 | |||
er Q::: | |||
w | |||
_J w c ., r.., t-------+---+--+--+--+--t---+-+-+----+---+---+--4--+-+--+--+--+----4-~---+--+---+--+----'~ | |||
u u | |||
a: | |||
_J a: | |||
er u | |||
w CL U1 c. r,o r----r---r--t---t--f--1--t-+-+----+---+--+--+--+-+-+-+-+----+---+--+--J---+-+-+~ | |||
: 0. I fi 8 10. 0 6 8 100 FREQUENCY-CPS Acceleration Spectra for REACI'OR ENCL. | |||
Lo ad Case: KWU SRV AXISYMMETRIC F.NVELOPE (WJDF.NED - 15%) | |||
Node: Direction: VF.RTIC~L EJev: 253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-201 | |||
'''._f\ ! JU :.LL. | |||
: u '; ! lJ 1 1 -r*-~--,-,--- -,--------,- i,---i ** r-~---, --,-- | |||
I 'JO ---~---,**------.--,---.--------*--- *-----,.--~-~------ -----*-- ---~-~-~~~ | |||
l~ | |||
I a: | |||
(J'l I. OG z | |||
D I-er | |||
~ | |||
w | |||
_J w G. 7S u | |||
u a: | |||
_J a: | |||
er I-u w | |||
CL fj) o. r,o ----- -- | |||
O.GG ~-- | |||
: 0. I 2 5 !) I. 0 2 6 !3 I 0. 0 2 6 6 !DO FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~----~~~~~~~~~~ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Elev: | |||
Node: 77 Direction: VERTIC\L | |||
-269' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-202 | |||
l(J (_) 1 G U 1 'J r; l I r-,,,--,---,--T I I I I I I I I I -----,---------,-,-1-ri--1~,---r--i------, | |||
: 1. 'JO * - - - - - - - - ----- --- --- -----*------------- __ .------ -* ______________ ------..----.---~- | |||
L) | |||
I er IJ"l | |||
: 1. OG z | |||
0 t-CT er:: | |||
w | |||
...J w | |||
LJ IJ 7S LJ er | |||
_ _J er cc I-LJ w | |||
CL. | |||
1.11 0' r,o | |||
: 0. 2S 1-----r---t--t-t-t-t-t--tt---+--+--+-t--+-+-+--+-+-----l-----4---i---t---!--Ll-LI EB 1r " | |||
;?=~~ J/ -'\. | |||
~ ....,_~L_Ll_ | |||
: 0. OG 1 ---~-_L_ _.!___L_~LJ_L.LL_ _~J_-~~~~. | |||
: 0. I 2 oi "i G I 0 2 °" 5 S 10. O 2 6 8 100 FREQUENCY-CPS Ac eel era ti on Spectra for REACTOR ENCL. | |||
---------------~--~~--~~-------- | |||
Lo a rl Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 58 Direction: VERTICAL Elev: 283' Dampinr: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A*203 | |||
: .J 'J ~ (j {) ' l 'J J ? | |||
, -r111 1 1 --,----T--- --------,-i----,l-,--1--:-- ,-*-----,----------1"Ti~'---~---r--1 1 rJo -*------*--- ---------- ---------------- *---------.--- | |||
: l. H LJ I | |||
a: | |||
lf1 z | |||
0 l-a: | |||
er:: | |||
w | |||
__J UJ LJ L.l a: | |||
__J er Cr' 1-u w | |||
CL r.n 0. r,G 1----r---t--t----t-t-+--+-+-+----+--+-----+-+-+--+--+-+4----+----l--~--t.---4--..i--!.-'-J 0.GG | |||
: 0. I 2 5 S I 0 2 5 g I 0. 0 2 6 B I 00 FREQUENCY-CPS Acceleration Spectra for _R_E_A_cr __o_R_E_N_C__L._*~~~----------- | |||
Load C2se: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 60 Elev: 283' | |||
--- - - Direction: VERTICAL Dampillf.: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3,A-204 | |||
/ lj '. rJ *;: | |||
I -,-, - , - , - - I _____ T_j_ ,-1--i---, - , - - - - I-----T----*--7~~--1----r----i------I | |||
: l. ':JO ----- --r------------- - - - - - - - - - . . . . - - - - - - - - - - * - - - ---.......- - - - - - - - - - - - - - - - - , - - - - - - - - - - | |||
u I | |||
CI | |||
(/) | |||
: 1. OG z | |||
0 | |||
~ | |||
t-IT er.: | |||
w | |||
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CI | |||
_J CI ct' t-LJ l.J.J Cl... | |||
fJ1 C. r.,IJ FREQUENCY-CPS Acceleration Spectra for ~-R_E_A_cr_o_R_E_N_C_L ______________~ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: Direction: VERTICAL Elev: 304' Damping: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-205 | |||
lCJ *_, 1 fj (j l '.J 'J l | |||
,-,~--r-1----1--, 1 , 1 1 , , , 1 | |||
: l. 'JC ------ - - - - - - - - - - ~-- | |||
I ir u | |||
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: l. OG z | |||
D | |||
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w | |||
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CI | |||
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: 0. l 2 s g I. 0 2 5 G I 0. 0 2 6 8 100 FREOUENC '(--CPS Acceleration Spectra for ___R_E_A_cr __o_R_E_N_C_L_.________________________ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 35 Direction: VERTICAL Elev: 313' Dampin~: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-206 | |||
I ' I\ : f j [J '; ~ l . | |||
! r1 ..J t rJ fJ ~ J *j ! | |||
I l I I I I I --,--*-* - - , - - - - , - - , , - - , - - , - - , - , - - - ,--,-----,,.-,-*~1-*-1--r-----i----1 | |||
----.....-------- ------ --*------ -- .....------ -------*-----~--~.-------- ------,-----------~------r--*-~- | |||
1 ic Ll I | |||
er Vl z | |||
D I-- | |||
er fr'. | |||
w w !J. JS ~---+----+--t---+--!--+-+--t-ir-----t----+--+---t---+-+-+-t--1C----+-----+-+--+--+-+-+-+-I LJ LJ er er Cr' 1-LJ U.J (L | |||
(/') | |||
o.co | |||
: 0. I 2 5 G I 0 2 'i G I0 0 2 4 6 8 100 FREOUENCY- lPc) | |||
Acceleration Spectra for REACTOR ENCL. | |||
~~-~~~~~-~~~~~~~-~~ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: Direction: 313' | |||
- - - VERTIC~ Elev: | |||
Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-207 | |||
I'~ ~: : l ~ ~) ', '. L I ., | |||
------,T--, | |||
I. rJo ----------i-------- ----- | |||
'. r i--r--1-r-1-- --r--- | |||
------ - ---------- ----,----r---- | |||
- _i __________ - -- r1* r-*j----i*-*-,--,--,---T-- | |||
~------ | |||
,--1,---,--1----r-----------1 LJ I | |||
a vi z | |||
0 f-a er: | |||
w__J l.J.J u | |||
l_; | |||
a: | |||
_ _J a: | |||
Cr' f-u l.J.J u.. 0. r,o !----+----+-----+--*- --+-+---t-+-+-------*~--+--+---+-~-+--+-+----+---+---+---+--+-+-~ | |||
()) | |||
r_,' *ir 1------+---+---+---+-+--+-+--~~-----~----r-----t--r-~-t--r-t-t----==1=--t---t--t--t--t-t-t-I | |||
: c. GG *------~---*- - - - - - -----------L-~!!!!!!!!!!~~LU...Ll_ _ __l__ | |||
2 4 S G I 0 2 4 | |||
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S | |||
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'3 | |||
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_l__l_JLJ_i::::O:::J 0 I g 100 FREQUENCY-CPS Acceleration Spectra for ~-R_E_A_cr o_R_E_N_C_L_.~----~--------------- | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: | |||
- - - Direction: VERTICAL Elev: 333' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-208 | |||
'J i J , | |||
- *; - - -,-- *- -*-----*-*- ----*---~--------*- | |||
: l. "!( | |||
u I | |||
a: | |||
(f1 1.0::; | |||
z D | |||
I-rr c.::: | |||
w | |||
. .J IJ.1 u | |||
(_; | |||
a: | |||
_J rr Cr' 1-L.J Ir'-'- | |||
IJ.j | |||
(.L | |||
;J) 0 GG 2 6 | |||
: 0. 1 e 1 OD r RE:O UENC Y** l P 'i Acceleration Spectra for __ | |||
~-R_EA Cf_O R_E_N_C_L_.______________________ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 33 Direction: VERTICAL Elev: 333' Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-209 | |||
~ ;J ' J [) 1 J ',; 1 | |||
-r ___ i___ -r-----i---- -*- -r----*- ---1-'-IT 1- -*---i---r---, - - - - - 1 I ',C -*--------- ------------ -**-*-- t --.., -*- ! | |||
i l H LJ I | |||
I er I IF> I . C!:: 1----1---1---+------1--+~-~_._J_ _ _ _ _ _---4,---+--+----+--+-+-+---+-4----+--~--1.---1~--L--l..-J-l z | |||
1- - - - - +-~- l- - - +- -l- _J_ - ~ J~--+----+---+----+-*f--+-~-----+- - - + -. _ ._.~ j 0 | |||
I er CL lJ.J | |||
_ _J lJ.J LJ !:: -; ::. - ___ | |||
LJ I a: | |||
__J I | |||
er er LJ lJ.I u_ i VI 1--- | |||
l I I I I II | |||
. I I ffi ~ | |||
~ ~; ( ~ | |||
II I | |||
I I | |||
I II I | |||
f_ -- ~- | |||
I I | |||
-''V | |||
...i,,- - i -- | |||
C GC: 1- - - - ' - - - L - - ' - -_ _i__.!__l_ | |||
2 '-I fj '3 2 '-I (.) 5 2 l.j 6 8 | |||
: 0. 1 I 0 IO_ 0 100 F RED UENC 'r' -- (_ P S Acceleration Spectra for REACTORENCL. | |||
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (\HDENED - 15%) | |||
Direction: VERTIC~L Elev: 352' Node: | |||
Damping: o.005,o.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-210 | |||
L) 1 a: | |||
iJ"I 1 . OCi 1 - - - - + - - - - t - + - - + - - + - + - - + - - + - - - - - + - - - - - - + - - - + - - + - - + - - - - + - - + - + 4 - - - - + - - - - + - + - - + - + - + - 1 z | |||
D l-a: | |||
c.::: | |||
w | |||
_J w C IS ~---+----+--~+-+-+-+-+-+----+--+--+--+-+-+-+-++----+----+-+--+--+-+-+-+-I u | |||
u a: | |||
__.) | |||
a: | |||
Cr' 1-u IJ..J c.... /,_M | |||
(/) 0 . r, 0 1----+----t-+--+--+-+--+--+-----+------+---+--+--+--+if--+-+-M----+----+-4--+---+--+-+-+-1 | |||
;~'Fj | |||
~~,___. | |||
(1 . c G [)'-.-t_ _ _2!___.l___'-IL._..L_s!__l_G.!_Ll..L_0_ ____,.......,2~=..l...-'-1..L__l_...L.5_!_.L'J2-1.10-._o_ __J_2_ __J__ _J_'-I__J_J_6_L_!_B....L.Jl00 rREOUENCY--CP'J Acceleration Spectra for REACTOR ENCL. | |||
~------------------ | |||
Lo ad Case: KWU SRV AXISY~ETRIC ENVELOPE (WIDENED - 15%) | |||
Node: | |||
- - - Direction: VF.RTIC~ EJev: | |||
-352' Damping: o.005,0.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-211 | |||
P:.R IOD SE:.C. | |||
! 0. 0 1 I) 0 ! D CJ i ! I ' I ! I I I! I I I I I ! I I u | |||
I a: | |||
,,.., I . 0 ::; l----+---+--+-+-+-4-+-++---+--+--+---+--+-+--+-+--+-----+-___.-~-+--+-+-+-4-1 z | |||
D t-u: | |||
a::: | |||
w | |||
_..J uJ w G IS 1----+---+--+-+-+-4--+-++---+--+---+--+--+-+--+-+-+-----+-___.--+--+--+-+-+~1 LJ u:: | |||
_J a: | |||
er t-w uJ CL V1 | |||
\ | |||
FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
-------~----------- | |||
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: | |||
- -129 | |||
--- Direction: VERTICAL Elev: | |||
-201' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-212 | |||
:o G 1 (l 0 ~ '.l G '. | |||
I I i I I I I I I I l.J I | |||
a: | |||
VI I . 0C 1--------+----+--t--+--+--t-+-+-+----+----+---+---+---+--+--+-+--4------+--~--4---+--+--~-4--l z | |||
El t-a: | |||
Ck:: | |||
UJ | |||
_J w C 7 '..J 1-----T---t--t---t--+--t-T-+-+----+--+---+--+-+--+-+-+-+-----+----+--+--+--+-+-+-+-I w | |||
u a: | |||
_J a: | |||
CY t-u w | |||
CL IJ) C r,G 1-----t---+--+--+-+--t-+-+-+----+--+----+--+---+---+-+-+-+----+----+--+--+--+-+-+-+--l D. I r, g I. 0 2 4 f1 B I 0. CJ 2 4 f1 B I 00 Acceleration Spectra for REACTOR ENCL. | |||
Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-213 | |||
l H L.) | |||
I a: | |||
z 0 | |||
t-a: | |||
O:'.'. | |||
w | |||
_J w C: IS r-----+--+--t--+--+-+-t-t-1------+--+-+--+--+-~-+-t-----+--+-.+--l--l.--.!--l.-'-l u | |||
lJ a: | |||
_J a: | |||
IY t-u w | |||
CL I/) G. r. 0 1----t---+--t--+--+-+-t-t-l------+--+-+--+--+-~-W-1 1----i---4---1---.+--+---l---l.----1-~.....J I \ | |||
n c )( | |||
~~tvn~i | |||
~ ~~LLJ.lllJ c cc L ___j__ _J__l__L_LlJ_l_L_~.J_-d~~'.'!::llJJ_L___J__ _J_ _LIIDIJ Q. I 2 4 G 5 I 0 2 Fi g I 0. Cl 2 4 Fi B 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
EJev: | |||
Node: | |||
- - 80 | |||
--- Direction: VERTIC~L | |||
-253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-214 | |||
l f; t ~ * ') 'j l 'J 'J : | |||
1 ,---1,----1-,--1--r-----1----------r1r1 -,---1---,--1----,------ -----i-ri--r--,---i--- T----r-----1 | |||
: 1. rjo --* - - - - - - - - - - - - - - - * - - - --*-*--*- - - - - . . - ----~---------------- . . . - - - ...-- - - - - - | |||
l H LJ I | |||
a: | |||
lf' | |||
: 1. OG z | |||
0 | |||
~~ | |||
t-- | |||
a: | |||
0::::: | |||
w l..LJ u c *1s LJ a: | |||
__J a: | |||
c.r* | |||
t-- | |||
LJ UJ (L | |||
I.Fl 0. r,c - ----- | |||
0.GG 0 l 2 6 '3 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~-~~~~~~~~~~~~~~ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: | |||
--- 59 | |||
-- Direction: VERTICAL Elev: | |||
-283' Damping: o.005,0.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-215 | |||
~ lJ ) I ., | |||
: 1. so -----****~-------------*-----...----------,------~ --- | |||
1 )r 1 - - - - - - + - - - - - * - ---- --- -. - ,__ -r------t----t---t-r---r--+--t--+-+------+---+----l-+--t--+-+--+-1 LJ I | |||
a: | |||
(/') | |||
1 . OCi r----;-----t---t---t--t-+-t-+-t-----+---t----+--+----+-~--+--+-----+-----4--+--+---+-~-+--l z | |||
0 er Cc: | |||
w | |||
. .J uJ LJ c Is ~----- -- -*- - --- - ---~- - 1---~-----~---j--*--T---t--+--+---+-;r--+----+----+--+--+---+--l--+-4-I u | |||
CI | |||
_ _j cr Cc' u | |||
uJ LI.... | |||
IJl 0' '* 0 1------r---r---r--r--r--r-t--r-r-----;----r--t---t--t-+-t-+-+------+--+-+---+--+-~--+-1 | |||
'--\ | |||
,---, I n v | |||
G *ir --*----- | |||
I If | |||
--1------- - - - i.----t--t--t---r-----t--t---t---+-+IHtt-+-+-iM-fl--------l~--t---+--+---+--+-+-+-1 I d | |||
'~ I | |||
\, | |||
I i | |||
~~ bJ .......... | |||
~--- | |||
2 ..j s 5 JOO 2 ii 6 B 100 FREOUENCY-CP'l Acceleration Spectra for __R_E_A_cr __o__R_E_N_C_L_*~------------------~~ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 54 Elev: 313' Damping: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-216 | |||
I,'. '\ ! 'J iJ _ ~ l J Jl 1 *ri-1 -1*-- , -,-- -r- --- 1 I rJr. __________ l________ --- --- -------- --------------- ------- ------ --- ---- | |||
\ H t-----+---+-~--f--+---+-+-Mi----+----4--+-~-+ -+__,__-----'------+-----+-~---+-4--4-+-I L) | |||
I rr IJl | |||
! c::: ---"* ..__ - I--._......~. _ _ _ _ _......____ _._ _ _ ,__-----<>------+--~- - t.--- ----*----------~----- -~---+---+--- .............-4--1 z | |||
0 er CL w | |||
_J U..1 LJ f - - - - - + - _____.______.....____, ___ ---- - - f - - - -~ ----------t----+-----+-~~--+-+-+------ - - -----+----+.--->_..._, | |||
LJ a: | |||
c r,o ------ ____ _,______._____.. __-+--*--+---+---*--------- - - - - - - - __ __L ____ J._ __ ..,......,,.,_,.._, . _ _ _ _ - - -- -- - - ---- -------i--+--+-~~ | |||
F REO UE NC Y | |||
* CP ', | |||
Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~~~~~~ | |||
Load Case: KWU SRV AXISYMM~TRIC ENVELOPE (WIDENED - 15%) | |||
Elev: | |||
Node: _ _3_2_~- Direction: VERTICAL -333' Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-217 | |||
l 0 ', l rJ | |||
,-r*1--,-,-T--1---r------, ---- ------,--i---r I 1 I 1 I rJ 0 . ----- ---- - -- - -- ---~r----------~---~~~-~--------~-- ---~---- ...- | |||
I H Ll I | |||
a (f) | |||
J. OG z | |||
D t-cr Cc: | |||
w | |||
__J w | |||
LJ LJ er | |||
___J a: | |||
Cc' t-u LU CL (f) | |||
I | |||
!J *1r G.CG 2 :3 I 0 o.j 5 3 2 6 8 | |||
: 0. I IO. 0 100 FREOUENC Y--CPS Acceleration Spectra for __REA ___cro | |||
___R __E_N_C_L_.______________________~ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 12 Direction: VERTICAL Elev: 352' Damping: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-218 | |||
I''. f~ [ 11 IJ '.. l ( . | |||
j,-JTl--r , - - - - I----~,*-I~,-1~,-I~,--1 | |||
! ',G * - - - * * - - - - - **---~--- *--r----------~---*-- | |||
I 0 | |||
-*-*- -- --*------* - - *--*--**----- --- *-- ----- -r | |||
'J ';: | |||
I l *[ | |||
Ll I | |||
er: | |||
If' I CC 1----+----+--+--+--~--+-+-+-----+----+---+---+--+--+--+-+---+-----+----i----+----+--+--+--+--+-1 z | |||
D 1-cr Ct::: | |||
LLJ | |||
_J LLJ G ., S 1 - - - - - + - - - - - + - - - - ~- t - - -*+-+-+-----+----+---+---+--+--+--+-+---+-----+---l----+---+--+--+--+--+-1 u | |||
u CI" | |||
_J CI" Cr' J-u lJ.J CL if) 0. r, G *-----+---+--~+--~--+-+-1----+----+-----1--4--+----+-+--+--+-----4----+---+---+--+-+--1-~ | |||
G ~S ~---~--- ______.._ ______.__._..._ ... | |||
~h\ I l;=-=~ | |||
I | |||
}/---~~~=---' I | |||
: 0. CG l_ _ ___L_ -~~ | |||
_L_.L_...L_L.J__L.L!..._ _ _.J...._~~~::.........J..__L...Ll..i.__ ___i__ | |||
-- l | |||
__..l_ | |||
-=~-~ | |||
__!__L_L_.L..l_J_J | |||
: 0. I 2 4 5 !3 I 0 2 4 5 '3 I 0. 0 2 4 6 B I 00 H<fGUt Nt.: Y - lP"; | |||
Acceleration Spectra for _REA __CTO __R_E_N_C_L_*~~~-------- | |||
Load Case: KWU SRV AXISYMt-fF.TRIC ENVELOPE (WIDENED - 15%) | |||
Node: 6 Direction: VERTIC\L Elev: 410' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-219 | |||
rERIOO*SH. | |||
10.0 I. 0 0.1 0.01 I I I I I I I I I I I I I I t I I I I I I I I I I I I 3.0 u | |||
I a: | |||
0 z | |||
a: | |||
QC w | |||
...J w | |||
u 1.5 1--~~-t--~-t--t--t--t-'f--t-tt~~~t-----1t---t--t--t--tt-t-1-t'"~-tr,--t\rt---t-~t--1-1t--t--1-H u | |||
a: | |||
..J | |||
. a: | |||
....u r-~ | |||
QC IAJ IL U') | |||
0.0 2 II fi 0 l. D 2 II | |||
-----lilll L-~~_._~L--'--1--1-.L...L....L..L~~---.____.__..t==:::..~-1~1-J-..~~-L~-L.---JL__L.._.l-1....J....LJ D. I 6 B IO. O 2 11 6 8 I DD fREOUENCY-Cl'S Acceleration Spectra for CONTROL STRUCTURE | |||
~~~~~~~~~~~~~~~~~~~~~~~- | |||
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 19 Direction: VERTICAT, Elev: 217' | |||
~~~~~ ~~--~--~--~- ---~----~~~~-- | |||
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-220 | |||
rtf\ ! uU -:it(. | |||
I r, ,/ ... | |||
*---------r------- ------- | |||
IC IJ r, I | |||
,-,--,,-i-.,- -* i---,--- .------**r*i-11-~r-*1--1----r------,--.,....,,~, -.,- --,---.,----, | |||
' 0 IJI J.!iiO . - - - - - - - - - | |||
t.25 i-----------t---t-~ ~----t--*t---i--* ---* -*-- --1----1----1-~---.-t--+-1~ | |||
u I | |||
J. 00 l-----t---t--i--lt-11--t---t--'t-t-----ll---'1---t--'- - -t--t-1-----t----t----t--t--t-~t-+-I | |||
.,..u: | |||
u: | |||
llC w 0. *15 * - - - - ----+-+---1---t---il-+-+-t-----* - - - --- _,___,_ ---t-t--+--11*-- | |||
l&I u | |||
u u: | |||
: o. c;o 1-----t---* --t--t--+--t--t-++----t----t--1-1f--t-+--+-1-1--.1(--J111==n-:\"--t--1i--1---t- - ,_ ._ | |||
2 ., f, 0 100 Acceleration Spectra for CONTROL STRUCTURE | |||
--~---~-------~---~------ | |||
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 19 Direction: VERTICAL Elev: 239' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-221 | |||
!-'.!.. 1\1 UQ *~EC. | |||
IU 'j I 'l ' | |||
* r, I O 01 | |||
*r----1------,-.--1-1-r-1--...-- | |||
1-r .. j--ri--r--i | |||
: l. c;o ,-------*-- *----- | |||
----r------------ 1 | |||
*--****-----~--- | |||
-1_.,--,r:.-,,,..--..,-- - . , - - - .- - - - - | |||
1 1 1 | |||
!. :.!5 . __ _ _ * ---+---1--+-t--+-+--t--+-----1---+-*-+--+-*l--l~-~---+----.J--l--1-~-r-t--t-t u | |||
I I | |||
I.( | |||
!. ~o 7. | |||
0 | |||
-~ | |||
a l&J w | |||
...J LI 0.75 --- - ._ __ ,_ | |||
0-r-- | |||
l.J I u | |||
u. | |||
..J r;n 0-l.J | |||
~~ ,_ | |||
l&J | |||
~ | |||
'1l 0.'iO ---*- ---- ---- ._ - | |||
0 . .!5 * - - - ----+--f---1-- | |||
->--- - - - * - - * - -----* --- **- _,_ - __ .._ -*1-t--\-* -i=~- -- ~//, ~- | |||
. ._..-' \: =-~ | |||
-~ | |||
.. 6 0 100 | |||
~ l\l IJllt' rff Y-C"S Acceleration Spectra for CONTROL STRUCTURE Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-222 | |||
P~R ! OD**SH. | |||
10 ') I. 0 0 I c :11 I I I I I I I ! I i.t l I I I! I I I I I | |||
! . 4!5 t - - - - - + - - + - - - t - - i l - f - - f - H - J - - - - * * - - --- _.__ - ..._ - ._ - - - - - + - - - - t - - --* ._ ..._ - ,_ ,_ | |||
u I | |||
7. | |||
0 | |||
: 0. IS --~I.- | |||
D-~ ._,_ | |||
'-N 0.'10 | |||
=-~\ | |||
f I\_ | |||
~ | |||
0.25 ~ | |||
..._,__ ~J \. | |||
--I | |||
~ | |||
'./ ~ .__ - J t:::-::=:- "" | |||
!>.:JO 2 .. r; 'j ., s . | |||
~.' " ' 10.0 l i; | |||
' 100 Acceleration Spectra for CONTROL STRUCTURE | |||
-----------------------~ | |||
Load Case: KWU SRV AXISYMM'ETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 19 Direction: VERTICAL Elev: 269 '-0 Damping: 0.005,o.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL. SRV AXISYMMETRIC FIGURE 3A-223 | |||
PER I OD-SEC. | |||
10.0 1.0 ,, ,, 0.1 0.01 I I I I I I I ! I I I I I *1 I I I I I I I I I I I I I I l.O .----~.,-~.,--.--,-.---r-TTi-~---,---.---.--.~.--T1-.---4--J---r-.:.__,r--;_,-r-.__: | |||
u .- | |||
I a: | |||
2.0 z | |||
0 t-a: | |||
111:: | |||
u u | |||
...J a: | |||
: 1. s r-' | |||
...J a: | |||
u er en I. 0 | |||
'\ | |||
FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE | |||
~------------------------------~--~--------~ | |||
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 19 Direction: VERTIC~L Elev: 289' | |||
~-------- ~--~----------~ ~--~------~----~ | |||
Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-224 | |||
P~RIOO-'.>EC. | |||
10 I) I I) 0. I 0 '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 J. !l I I i I I I I I I I | |||
I I | |||
u ul I I i | |||
I I I I | |||
II I | |||
11 I. | |||
1 I | |||
I I | |||
..a:.., | |||
: 2. !J II I 0 | |||
.z i II I I er "u_, | |||
I I I I -1 | |||
_l w | |||
~ | |||
I. t; I 111 | |||
~ | |||
II I I | |||
~ | |||
-"'""'_. I I | |||
I I 11 I | |||
*~ | |||
..., i. 0 I I I | |||
I I I=~\ I I | |||
0.5 v- \ ~ | |||
!J.O | |||
~-I 2 ~ s '3 I I\ 2 ~ | |||
~.~~ I r; :> | |||
910.'l 2 | |||
\I .... | |||
~ | |||
5 I~1 I 5 | |||
100 | |||
* ~REOUENCl'-*CPS Acceleration Spectra for CONTROL STRUCTURE | |||
~--~~~~--~~--~--~--~----~~~~- | |||
Lo ad Case: KWU-SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 19 Direction: VERTICAL Elev: 304'-0 | |||
--~~~- -----~------~- | |||
Damping: o.oos,0.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A*225 | |||
Pl R JOO** '.:ifC. | |||
10.0 I. 0 0.1 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 | |||
: 0. 01 i | |||
l.O u | |||
I a: | |||
z 0 | |||
l-a: | |||
Ill: | |||
"'...J | |||
'"uu a: | |||
...J a: | |||
CY. | |||
t-u | |||
"' 1.0 t-------t---+--+--+-+-+-+-H------~-~l--4--1-~~-1-1----11~-44\~-J.---1--~~-U~ | |||
-~ | |||
I\ | |||
0.5 t------+---+---t--+--+-+-+-++------1----1---+-..+-+-1-l-J.4-1-J~l---1---l,~+--1--~l-'-+-U | |||
~==~II t:-===- | |||
\.. . ~~=; . . ~ - | |||
0.0 '--------~2-----L--:~~~l-L.-:1-L~----~2~......l"--o:t=~-l.,..ol:.....L.....L.LL.1-.____.J__ _.J__L_L_L.LJ._J_J 0* I 6 8 I.0 ~ 6 D I 0. 0 2 ~ 6 D I 00 fREOUEttC~-CPS Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: KWU-SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 19 Di rec ti on: VERTICAL Elev: 332 *' | |||
Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-226 | |||
P':_R!OD SEC. | |||
10 'J t. G 0 Sl I I I I I I I I I I I I I I I I I I | |||
L.) | |||
I u: ,...--...-- | |||
2.0 z | |||
0 t-a: | |||
a::: | |||
w | |||
_J LLJ LJ 1. 5 ,.. ,__ ...... | |||
LJ a: | |||
_J a: | |||
Cr' t-u w | |||
~ J.a l--~~-+-~-+--+--1-+-+--+-+-+-~~-+~-+~+-~~-+-~~~~r--~r---t--ttt-i::;:::t=t-W-I | |||
( | |||
\ | |||
J | |||
~ | |||
l) ~ | |||
a.a ~ | |||
L-~~~~--1~-L.__L_-L._L..L....L.L~~~...l.--..1....----!...-L.-L-..J..-i.....i....i..-===--L.~-L.---l---l'---L_J_-:1-J- 1 D. I 2 4 5 6 | |||
: 1. 0 2 ~ 5 '3 10 0 2 ~ 6 6 100 l='REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 1 | |||
-- - - - Direction: HORIZ N-S | |||
----------- Elev: 177 '-0 Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-227 | |||
P:_r< r oo -'..iEC. | |||
10 s 1 Q 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. 2 5 l----+---+--1---t-"-,___,__ f - - f - ------+---+--~-t-----j--+--+-t-+-----~-----<1---+--+--+-+-+-+-l L) | |||
I cr | |||
+.f' J.00 f-----+---+--t--+-+-+-+-++---+--+--+-+--+-+-+-t-+----+---+--+--Hr+-+++-t-1 r-n z | |||
0 t-cr: | |||
CIC w | |||
_J w 0. 7s 1------+-----+--+- -+-+---+-f-++-----+----+--+---+--+--1-++-+-----+----+---+---t........--+-lr+-+-i LJ LJ a: | |||
_J | |||
- I/ \ | |||
a: | |||
Cr' t- r-v~n LJ lJ.J CL oJ) o.so f-----+---+--+-+-+-+-+-++---+---t---+-+-+-+-+-+-+-----+-_,--fff-~~vr.:::==t-~-iltt-1 | |||
/ | |||
0.25 1----+---+--+-+-+-+---+--H----+--+--+-+-+*-+--+++----+---+-.,,_--+--+-+-+-tti, ~ | |||
~REOUENCY-CPS Acceleration Spectra for REACI'OR ENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 2 Direction: HORIZ N-S Elev: 201'-0 I | |||
Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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 | |||
r>>f<!UO 'JEC. | |||
lfJ C; 1 fJ c ~. | |||
I I I I I I I I I I I I I I I I I ----r-r1--,---,-,~-,-~,-~1---1 l.25 i-----r-----r---t--+-+--+-t-+-+---+---+---~-+-+-+--+-+-+----+---+--+--+--1-~~ | |||
u I | |||
a: | |||
U> | |||
l.00 r----r-----r--t--+-t-t-t-+-t----+---+---+-+-+-+--+-+-+----+---+--+--+--+-~--1-1 z | |||
0 t-cr: | |||
0::: | |||
w | |||
....J w 0. 7 5 1----+----+---t---+-+--+-+-+-+--- ----r-----T--r-----r--r-*-;-+-t--+------+----+---+---+---+--1-+--+-1 LJ LJ a: | |||
....J er: | |||
~ | |||
t-u w | |||
Q... | |||
0.50 t------t---t--t--+-+--+--t-+-t----+---+---+-+-+-+--+-+-+----+---+--+--+--l-~--1-1 | |||
/I | |||
'/"l | |||
''t-* | |||
I ''-... | |||
0.25 1--------t--t---+-+--+-t-+-+-----+---+---+---*-r-+-+---+4----+----+-_...,__r-4i>--i>...._~ | |||
~REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 3 Direction: HORIZ ~-s Elev: 217'-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A*229 | |||
P:R!OD 'JE.l. | |||
1C ~ ! 0 c ':; ! | |||
1 | |||
,-r--,,~,~,~,r---,~,--,~~,~~~~,,~,-,--.-,~,---.-,~~l----,--,~--~-,~,-,-,-,-,l-r~1~~,~~,~~~j | |||
: 1. 25 L.J I | |||
cr | |||
\/"I | |||
: 1. 00 z | |||
0 | |||
~ | |||
I-er: | |||
er:: | |||
w | |||
_J w | |||
LJ LJ 0.75 - - - --* | |||
a: | |||
_ _J er: | |||
CY I-LJ l.J.j Ul a.so 0.25 r=REQUENC'f -CPS Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES A~YMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 4 Direction: HORIZ N-S Elev: 239 '-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-230 | |||
P~R!OO 'Jf-C. | |||
t 0 ') ! f) Q r' I I I I I I I I I 0 I 1 I f I 1 I ---i L) | |||
I er VI | |||
: 1. 00 z | |||
0 t-er 0:::: | |||
w | |||
_J l.J.J w 0. *75 w | |||
er | |||
_J er cc t-w w | |||
CL Vl 0.50 | |||
=l | |||
-""<:ill"'- | |||
4 !i 5 I 0. 0 2 4 5 8 100 l="REOUENCY-CP'J Acceleration Spectra for ___ R_EA_Cf __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 Elev: 253'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-231 | |||
P~R!O!J SEC. | |||
1c 'j l 0 c ':. ! | |||
,----.--,--r,-,-...,-,--,-,-,--,.,---,.1---1 | |||
: l. so L.:l I | |||
CI | |||
!. 00 | |||
.z 0 | |||
t-(..[ | |||
ei::: | |||
w | |||
_J LLJ u 0. '/S u | |||
a: | |||
_J CI er t-u w | |||
Cl.. | |||
..n a.so 0.00 0 I 2 'i 5 I. 0 2 'i 5 I 0. 0 2 6 B I 00 | |||
~REOUENCY-CPS Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 6 Direction: HORIZ ~-s Elev: 269'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-232 | |||
P~R!OD*'.JEC. | |||
IC S l () a ! 0 S? | |||
I I I I I I I L) | |||
I er Vl | |||
: 1. 00 z | |||
0 | |||
~ | |||
I-CL Ci:: | |||
UJ | |||
_J UJ u 0. *15 u | |||
a: | |||
_J er er I-u w | |||
.n 0. so | |||
~REOUENCY-CP'.i Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 7 Direction: HORIZ ~-s Elev: 283'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-233 | |||
p ~ r< r o~J s t. L | |||
* l'J 'J I~-, I I I I I | |||
] . S0 ~ -,----~--y---.--------..----~--.----------~r-----,---,----,-----,----,-~ | |||
: l. 2 5 1 - - - - - - - + - - - - --- ----- - - ~ -- - - -- ---- ------ - - - - ------+---+-+-+---+---+---+----------t-----r---t-----r----r--T--t--1-1 u | |||
I er: | |||
]. 00 z | |||
D I-er: | |||
U:: | |||
uJ | |||
__J uJ - -- - | |||
L) 0. 15 ~ | |||
L) er: | |||
er tr' I-L) uJ u.. | |||
Ul a.so 0.25 -------+----+---+--+---l--- ,__.___ ----1------l-----+---+--+-~--+--+----+-----+----+-t-------+--+----+-tl-1 EB o.oo L___J__ _l__4L_l_LJJ_ll___l__l___J__l_l_Lll~~~~~12~~~~~Jsd::~9::bl 0 I 2 '1 S I _0 2 4 r., S I 0 _0 ~ I 00 | |||
~REOUENCY -(.PS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURF. | |||
Load Case: CHUGGING GF.700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: | |||
- - - Direction: HORIZ N-S Elev: 304'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-234 | |||
P~_r< ! c~; sEL. | |||
l c :; l Q 1~111 I | |||
]. so -------~-~---~----~---~-~~~~*---------------- | |||
: l. 2 5 ,____ ___._ ____ ~--- ~-- - --+---+---t-+--+-------+------+--+---+-+-4--+-f-+--- ---- - - - - - ~--1--+.----<1-+---+-1~ | |||
LJ I | |||
er l/"'I | |||
]. 00 z | |||
0 t -- | |||
CL CJ::: | |||
w | |||
_J w 0.75 u | |||
u er | |||
_J er er t-- | |||
u w | |||
Cl.. | |||
Vl 0.50 | |||
,t:=-t=c\ | |||
o.oo L___L_LllllUL__J_J_LllU..L1~~~~~2 ~~~~d::iLlJJ 0-I 2 4 r, 5 I 0 2 4 r, 5 I 0. 0 4 5 g I 00 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 9 Direction: HORIZ N-S Elev: 313 '-0 Dampin~: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-235 | |||
1 c r, 1---i-j~ I I I I 1 1--,- I 1 I 1---r*---1 | |||
]. so ~-------~----~-------------------.--.,--.-----,---.,---~-.,--~~ | |||
: 1. 25 ,___ __..___-----+--_ _.__~__._-~~- ----** -----+---t-+-+--if-+--+-+----+----+--+--f--+-+-~ | |||
LJ I | |||
er Vl | |||
]. 00 z | |||
D | |||
~ | |||
I-er U::'. | |||
w | |||
_J 1..1.J u 0.75 u | |||
er | |||
_J er | |||
(.c' I-u w | |||
(l_ | |||
VI 0.50 0.25 1~---;----+--~+-+--+-+-++----l--+---+--+-+-+-+-+--+-----+--4--+--+---+-+-+-H 0.00 L__ _~2L__L__L_L_L_l___LJ_l___ __L~_J_~l._J_.LJL.L..LJ.o1!!!!!~~~!!!!!!!!!~~=::J..J....L..LI Cl. I ~ r; '3 I .0 2 ~ r:; 5 I0 0 2 4 5 B I 00 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: CHUGGING GE700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 10 | |||
~~~~~ | |||
Direction: HORIZ ~-s | |||
~~~~~~~~~~ | |||
Elev: 332'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-236 | |||
tc '; | |||
l~ltl I I 1 1~ 1 1 1 I I | |||
!. so ---------:-~--- - - - - - - - - - - ________ ! ________________ ---- -*-----~ | |||
]. 2 5 1 ----4-----i----~-- - - -- ~- ~ -* ------+----+---+----+---+---<~+--1---1--- - - - - - ---1--*-I----~~~ | |||
Ll I | |||
er If> | |||
!. 00 z | |||
0 | |||
~ | |||
I-er LI:: | |||
LlJ | |||
__J uJ LJ 0. 'IS 1---- | |||
LJ a: | |||
__J | |||
. er: | |||
Cr' I-LJ w | |||
(L VI 0.50 | |||
: 0. 2 5 , __ _ --1---1---+--+---+--+--+-l-l-*---+ -*---+*---1------1----1---+--4~~~---- - - - - - - - - - - - ---+---+--+---+-4--+--< | |||
l=REOUENCY-CPS Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: CHUGGING GE700 ~ERIES ASYMMETRIC ENVF.LOPE (WIDENED - 15%) | |||
Node: 11 | |||
~~~~~ | |||
Direction: HORIZ N-S | |||
--~~~~~~~~~ | |||
Elev: 352'-0 Dampin~: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL* | |||
STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-237 | |||
I I I I I I I I | |||
: l. so ~-------------~- ]. 2 s 1--------+-- --+----t------+----t-------+--~--1-------- +---+---+-*--+~ -,t----i--+-+------+----+----+----+--+-4----l--+-I u | |||
I a: | |||
Vl I.DO t-----+----+--t--+-+-+-f-++---+---+--+--+---!--+--+-+-+------l------l.-__J_~_J_L.l.-L_I z | |||
0 t-a: | |||
er:: | |||
w | |||
__J uJ u | |||
: 0. *1 s 1----+------+--~+-+--+-t-+.+------ - ---- - - - - f . - - *-+--*-+-l---4-+------4------+----+------+--.J----1--l-~ | |||
u er: | |||
__J a: | |||
IY t-u w | |||
(L If) a.so t-----+---+--t--+-+--1-t-++---+--+--+-+-+-+-++-+-----+---+--+--+--+-~-U | |||
: 0. 25 1----!.-----+--+---+----4--+-_..____,______._ _ _ _ - - ---- ~--+--+---t--+--t---+------+----+-----+-----1----+--+--+-+-I | |||
~ RE 0 UE NC Y - CP <i Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Ca~e: CHUGGING GF.700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) | |||
Node: 12 Direction: HORIZ N-S Elev: 410 '-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-238 | |||
P~R!O!J*SEC. | |||
1f) s ? 0 I! I I I 1 I I I I I I I I I I I! I I I I I I I l.25 1------t-~-t-~t--+-t-i--t-++~~~-t-~-t---+---+-+-+-++-+-~~--+~~~--+--+-~~~ | |||
u I | |||
CI' I - | |||
!/"! | |||
: l. 00 z | |||
0 | |||
\_l t- ,-- --.. | |||
a: '--, | |||
0::: | |||
w | |||
_J LLJ LJ 0.75 LJ a: I - '-1 | |||
_J CI' CY t-I -\ | |||
u LLJ Q.. | |||
V'l a.so r-""\ ' | |||
'~ | |||
I 0.25 1~~~--t-~-t-~t--+-t-i--t-++~~~+-~-t---+---+-+-+-++-+-~~---+~--+~._-+---+-+--+-W | |||
~ | |||
~~ | |||
0.00 '--~~~2'--~~--'---'-~-'-L-:--L-~~_.:...--.1.._~...J.-...:......i~--====--~...J__~....!..._--1.__J--1._J_....L.J~ | |||
: 0. I ~ 5 5 I .0 2 ~ 5 5 I 0. Q 2 -:I 6 6 I 00 l='REQUENC Y-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 Elev: 177'-0 Damping: o.oos,o.01,o.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, CHUG *ASYMMETRIC FIGURE 3A-239 | |||
f'::R!OD *SEC. | |||
IQ 'J ! Q a. 'J ! | |||
r I I I I I r I I I! I 1 I I I 1 I | |||
: l. 25 J | |||
R/ | |||
~E:t 0.00 g | |||
: 0. I 2 5 !3 I 0 2 4 5 2 '! 6 B 100 10 0 | |||
~REOUENC Y -CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASTI-iMETRIC CHUGGING GE 700 SERIEf. ENVELOPE (WIDENED - 15%) | |||
Node: 2 Direction: HORIZ E-W Elev: 201 '-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-240 | |||
ri:R I OD -SEC. | |||
I 0 <; l IJ Q S! | |||
I I I 1 I ~,----I--~-lfjl I 1 I I L) | |||
I er | |||
"' 1.00 1-----+---+--+--+-+-t-+-++---+--+--+-+-+-+-++-t-------t----t--r---t--t-1-T-t-I z | |||
0 t-er a:: | |||
w | |||
_J w 0. '75 l----+---+--+--+-+-+-+++---+--+--+-+-+-+-++--+------+---i---t---tt--r--t-t-t-1 u | |||
u er | |||
_J ri-- | |||
er lk" t-u LLJ 0.... /,.._, | |||
..,.., 0.50 1-----+---+--+--+-+-t-+-++---+--+--+-+-+-+-++--+-----+---t--+---tt--t-ttt--t-I I ' | |||
~REOUENC'r-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIEf. F.NVELOPE (WIDENF.D - 15%) | |||
Node: 3 Direction: HORIZ E-W Elev: 217'-0 Dampin~: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-241 | |||
P':_R!OD*SEC. | |||
1.25 1-----+---+--t--+-t-+-+-+-+----+--+--+--+--+--+-+-++----+--4-+--+-----+--"--'--+-l L.J I | |||
cr I./) | |||
I. 00 z | |||
-a: | |||
0 I-er w | |||
_J w 0.75 LJ LJ CI: | |||
_J cr Cr' I-LJ w | |||
I./) a.so 0.25 r-----r-~-+--t--+-t-+-+-+-+-~~-+--+--+--+--+--+-+-++----+--4-4--=-=+-+-+-+-+-1 2 6 B I 00 l'"REQUENC Y-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 4 Direction: HORIZ E-W Elev: 239 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-242 | |||
P'::R!OD*SEC. | |||
1 f) s ! I) c '"'1 1~--i--r-,--~--1 ----.-,-,--.,-,-.,-,---.,--,----.,----,--.i-,-.-,-1---.,--1-,.----.---1--- | |||
u I | |||
er Vl | |||
: 1. 00 z | |||
-a: | |||
0 t-a::: | |||
w | |||
...J w 0. *75 u | |||
u a: | |||
...J a: | |||
er' t-u w | |||
Cl. | |||
Vl 0.50 I,..---. | |||
J'--\ | |||
Acceleration Spectra for REACTOR _EJU!L., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 5 Direction: HORIZ E-W Elev: 253'-0 Dampin~: o.005,o.01,o.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-243 | |||
Pl'.:RIDD*SEC. | |||
IQS ~lJ S! OS! | |||
,-r- | |||
,,~,~,-..--,-,~-.--,---,~~~~,-,-r,~,-.-,~,--.-,~~l~-,-,~~~-,~,-,-,.--,,----,-!~1~~,~--.,~~~] | |||
I. so | |||
]. 25 Ll I | |||
er V1 | |||
: 1. 00 z | |||
0 I-a: | |||
a::: | |||
w | |||
..J w 0.75 u | |||
u a: | |||
..J a: | |||
Ct' I-u l.LJ CL V1 0.50 | |||
~=:::? ~ .... | |||
0.00 L_~~_L~......L~1-....!.._LJ._J_.LL~~~.l_~..L.._!_--1._L..J_.!...J:~~==--12~-.J.~..1__....L_l_Ll....l..J | |||
: 0. I 2 4 5 8 I 0 2 '4 5 8 I0 0 4 6 B l 00 Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIEf. F.NVELOPE (WIDENED - 15%) | |||
Node: 6 Direction: HORIZ E-W | |||
~~~~~~~~~~ | |||
Elev: 269'-0 nampin~: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-244 | |||
P1:R!OD *SEC. | |||
1Q ':; 1 IJ n 1 IJ "1 l'IT""--i--~-,-*-1-----,.-i---r-J'ri----:-,-r.-~,:---.--,---,-.-- 1 1 .,.,:--,-,.---,-,-..---,--.1-- - - , | |||
J. so ~-----~--~~-~-------,---~-~~-~,,- - - - - - - - ---~-~~ | |||
u I | |||
er V'I J. 00 z | |||
-er 0 | |||
t-a:: | |||
w | |||
_J w 0. 75 u | |||
w er | |||
_J er er t-u w | |||
Q.. | |||
ll'l a.so o oo ----'--*---------~ -~-- --- -~-- ----- ._ _L_l__L_l_L..LLL~~~=r:=-__L_JLLJUJJ:i | |||
~~ | |||
// .'\, | |||
. O. 1 2 -I 5 G I 0 2 Lj 6 !3 2 Lj 6 B 10 0 100 | |||
~REOUENCY-CP"i Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIE~ ENVELOPE (WIDENED - 15%) | |||
Node: 7 Direction: HORIZ E-W Elev: 283'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A*245 | |||
P':R!OD -SEC. | |||
II) Cl ! 0 'J ! | |||
1-11 r - j 1*--r- --, I I I I I I ! j-------r I l.SO ~------n I..) | |||
I er (fl | |||
]. 00 >------ | |||
-z I | |||
-a: | |||
0 t-I er::: | |||
w | |||
__J w | |||
u u | |||
: 0. *75 er | |||
__J er Ck' I-u w | |||
Q.. | |||
(fl 0.50 o.oool__ t ~~-2l_~L_-4l_l__5LJ_GLl1l_o~~-2l____J___~l_.l_l5J_gJ_1J10~_~0~~!2~~~~~~~6d::+/-BJd1~0 | |||
*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 Elev: 304'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A*246 | |||
Pi:RIOD*SEC. | |||
10 s 1 0 G ! 0 S! | |||
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 l..) | |||
I er Vl | |||
: l. 00 z | |||
0 I-er a:: | |||
w | |||
.....J w 0. *75 u | |||
u er | |||
.....J er Ck" I-u w | |||
Q.. | |||
Vl a.so | |||
~REOUENC Y-CP", | |||
Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 9 Direction: HORIZ E-W Elev: 313 '-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-247 | |||
P'::RIOD-SEC. | |||
10 a 1 a s ~ 0 s! | |||
1-,-t--I I I I 1 I --,-iii' I I I . - - - - - : - - 1T"J-:-,-,,r-:-1--.-,-,-,--r-,-~,---j | |||
: l. so - - - - - - - - - - ------ ---------------~----~~--r--:--.----.-r-----,-----r-----,---,-!--..--~ | |||
I u | |||
I er V'I I. 00 z | |||
0 I-a: | |||
ci::: | |||
LL.l | |||
__J LL.l u 0. *15 u | |||
a: | |||
__J a: | |||
er I-u LL.l ll. | |||
V1 0.50 | |||
--=~ | |||
0.00 L_~~t2~__l._J_JLJ_J_ll.L_~~J_~J__J__J__L1Jll.-:=:.:~~~~~~~~JjLJ 0- I 4 G g I .0 2 4 6 g I 0 _0 2 4 6 B I 00 | |||
"'REOUENCY-CPCJ Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIE~ ENVELOPE (WIDENED - 15%) | |||
Node: ~~~~~ | |||
10 Direction: HORIZ E-W | |||
~~~~~~~~~~ | |||
Elev: 332'-0 Damping: o.005,o.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND-CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-248 | |||
P~R!OO *SEC. | |||
10 '.) ! I) | |||
I I I r I I I I I I 1 I 1 I - , - - - - I- , - - - i - - - 1 | |||
: l. so ~-----~--n LJ I | |||
er 1/1 J. OD z | |||
0 t-er Ck'. | |||
IJ..J | |||
_J w D. *75 u | |||
u er | |||
_J cr: | |||
Ct' t-u w | |||
CL 1/1 0.50 0.25 1~---t---+--t---t-*t-+-t-+-+----+--+--+--+-+-+-+-+-+----+---+--+--+--+-+-+-+-1 | |||
"'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 Elev: 352'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-249 | |||
r~~R I 00 -SEC. | |||
10 'J ! Q c ' 0 'JI I I I I I I I I I I I I I I I I I ---r----,-i~-r- I I I | |||
I.SO ~~---~~-.-~--,,~-r---.-~~------.~---,~--,-~-.-----r--.~.--~~~~-,-~~..----.-~~ | |||
1 L) | |||
I a: | |||
l/1 | |||
: 1. 00 z | |||
0 I-a: | |||
Cl'.'. | |||
UJ | |||
_J w 0. "15 u | |||
u a: | |||
_J er O:' | |||
t-u LLJ Cl. | |||
l/1 a.so 0.00 | |||
: 0. I 2 5 g I 0 2 6 B 100 JOREQUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 12 Direction: HORIZ E-W Elev: 410'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-250 | |||
PERIOD-SEC. | |||
1c s ! fJ .. ' IJ ~ ! | |||
;*-*1,--i--,--I --,-----i*------T-j*-.--,1-,-~ I l~*-,----,----..,--T--- | |||
1 1 1 | |||
: l. 50 r----.~-r-;--.-~1-;-r;--~--,.---;--,-~-.--:-,-7.----.---,---,.---,-~-,--~ | |||
u I | |||
er | |||
"'" I. 00 z | |||
-er: | |||
0 I-c.::: | |||
w | |||
_J uJ 0.75 u | |||
u er: | |||
_J u: | |||
Cr" I-u w | |||
CL. | |||
......, 0.50 | |||
.. = =t::::: | |||
,c::==~ | |||
~ ::..--- | |||
0.00 | |||
~ | |||
2 'i ') !. 0 2 r, '> 2 s g | |||
: 0. 1 10.C 100 r: RE 0 UE NC Y - CP ~i Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~~~~~~~~~~ | |||
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) | |||
Node: 159 Direction: VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-251 | |||
PERIOD-SEC. | |||
l'J r~ ! IJ 0 ~ Q ':,? | |||
1- 'i*- r*-ii----;- --,-------,----- -----r--;-~--r***-1--,*--1--*---r----1-.--1~-1-....,-,--1 --1---i I. SO -------..-------- ---------- - - - - - - - ----------.--~-.---.-r-.------,-----.----~~-- | |||
u I | |||
([ | |||
z 0 | |||
l-a: | |||
U::: | |||
UJ | |||
__J UJ u | |||
u a: | |||
__J CL Cr" 1-u UJ | |||
[L | |||
....'"l 0. 50 _ _ _ _ _._____ ~-~- - --- - *-- --------t-----t--+--+---+-+-t-+--t----~----1--1--+--~-+-+-l r~~=: | |||
.f:..~.......--.-~ ,.1I f | |||
I | |||
~(/~~ | |||
0.25 r-----t----+-t---+-t--t-+-++----+---t---+--+-+-+-+-++---~---1-----411-...J.-....j..._:l.LJ_--l--.J | |||
~,,:--~~ll ' | |||
L....o,..~ - | |||
: a. oo .____ _ ..____.___.___,___~__.___.____._ _____L_...l..-..d:d~~TI_L_ ___J_ __J_J__L_Ll_l__Ll 0 I 2 ~ r-i '3 I 0 2 r.; '; JO. 0 2 fi 9 100 l=REQUENC y-er~, | |||
Acceleration Spectra for __R_E_A_Cf_O_R_E_N_C_L_.________________________________ | |||
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 154 Direction: VERTICAL Elev: 177' | |||
------ ---------------~ ---------------~ | |||
Damping: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE*GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-252 | |||
PERIOD-SEC. | |||
I" ' | |||
l . 50 - - - . --- - - --- -*- - -*--- --- ---------*--.-----~--~~- | |||
I. 25 1 ----~----~- - - *- 1 - + - - - -... ----+--*+---+--lf- _.__,_ - - - - - l------~-_.__---l--+-4--1.-'----l u | |||
I er | |||
~') | |||
I. 00 c..:: | |||
~* | |||
u: | |||
c.::::: | |||
LlJ | |||
_J LLJ -- | |||
w 0.75 1--- | |||
u u: | |||
_J er | |||
(:' | |||
u w | |||
C:.. | |||
~'1 a.so 0.25 1-----+----+--l--+-~-+-+-+-----+----1----+-+-+-+-+-+-+----- | |||
0.00 '--------'------(.----,~-~~ | |||
: 0. I 2 ~ ~ > I C 2 2 r-; ':s I DO | |||
~ REO LJ E NC Y - CP '.i Acceleration Spectra for ~~ ___cro___R__E_N_C_L_.______________________________~ | |||
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 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-253 | |||
PERIOD-SEC. | |||
l p ,.., | |||
I~ I T I 1 | |||
). so - - - - - - - - - - - -,-- -,-1------------ --------- ------------- -- | |||
-i-------r1-r--,-~---,- I 1 ----~-,-,---;---,---j--,----~T-----1 LJ I | |||
u | |||
..,--. I. 00 - - - - ----- ----- - - ---+--+--+-*-*------------ ~--+--+-4---1-~--+-+--+-----+---~-+---+--+--+-~ | |||
7 0 | |||
t-u: | |||
~ | |||
LlJ | |||
_J uJ LJ u | |||
er | |||
_J er Cr' 1-u w | |||
CL | |||
~') 0.50 i:- RE 0 LJ E NC '( - CP ri Acceleration Spectra for ~REA___CTO___R__E_N_C_L_.______________________________~ | |||
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) | |||
Node: 130 Direction: VF.RTIC~L Elev: 201' | |||
---------- ~--------------~ ~--------------~ | |||
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-254 | |||
PERIOD-SEC. | |||
1" r I <J ~ S? | |||
I-, I I I I --i--r--,----,,, I I I I f .----t*~,*~-,-~.-~,---- | |||
: l. so ~------- ~------.---.---~-------,---~---.---- ----~~---------- ---------.-~ | |||
: l. 25 1-----+----1--~+--+--t-+-+-+---+---+--+--+--+*- '--*- '-- ----*---- . | |||
L) | |||
I a: | |||
: 1. 00 | |||
.z | |||
-a: | |||
0 t-c.:::: | |||
UJ | |||
__J uJ 0.75 u | |||
w u: | |||
__J u: | |||
Cr' t-w w | |||
Ii.. | |||
o."1 0.50 0.25 l-----+----1--~+--+-+-+-+-+---+---+--+--+-+-+--+-+-+------+--+--+---+---+-+-+-+-i 0.00 ----- -- ---- --- *- -- -- r; | |||
-- - ---~- -- -----*~-~~* | |||
2 ~ r; 2 2 ~ r; G I S IC IJ S I CO i:: RE 0 UE NC Y - U' ~, | |||
Acceleration Spectra for REACTOR ENCL. | |||
-~~~~~~~~~~~~~~~~~~~~~~ | |||
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 106 | |||
~~~~~ | |||
Direction: VERTICAL | |||
-~~~~~~~~ | |||
Elev: 217' | |||
-~~~~~~~~ | |||
Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-255 | |||
PERIOD-SEC. | |||
l (' r I. SO 1 - - - - ------- ----~-- ------------ ---------.,---,.---,---~-~-----r*--~_,-,--,--.- | |||
1 u | |||
I c.r | |||
'"" 1. 00 t-----+------ --- | |||
r-- | |||
--j~--t--t-~-T-------,~-t--t--+*-+--t--t-t-+------+---+--++-+--++-t~+-1 | |||
'Z 0 | |||
r-1- | |||
c.r u::: | |||
uJ | |||
__J uJ w 0. 75 1- - - - - + - - - | |||
u u: | |||
__J u: | |||
v i-u UJ u. | |||
....., Q. SQ I - - - - - - - + - - - + - - + - +---+--t--t.--+-+------~----t--~+---t---t--t--t-+---+---~-~--+--~I 0.00 -----;:~.-~---" | |||
Q. ! 2 2 I=" RE0 UENCY -- r P ' i Acceleration Spectra for ~REA~-CTO~_R__E_N_C_L_*~--~------------------------~ | |||
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 108 Direction: VERTICAL F.lev: 217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-256 | |||
PERIOD-SEC. | |||
). 50 .----~---~-~---------------~---~.,---..,..-,.....,-----,-----..,..-----,-r--,~-r-l.25 l----+----+--+--+-+--4-+-+-+----+--+----+-+-+-+-*-+-+-+----+--+--4--+--t-+-+-i~ | |||
l.J I | |||
er | |||
: 1. 00 | |||
.z | |||
-*u: | |||
D | |||
~ | |||
c:::: | |||
LlJ | |||
_J Lll | |||
~ | |||
0.75 u | |||
a: | |||
_J er Cr' | |||
~ | |||
LJ w | |||
c... | |||
1.'l a.so | |||
: 0. 25 1----+---+--l-+-+--+-+-+-+----+--+--+---t--;--t---t-+-t------ *------- ---- --*-+--+*--+--<t-1 i:- RE0 UE NC Y - rf"i Acceleration Spectra 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-257 | |||
PERIOD-SEC. | |||
18 ', | |||
I I I I t I j - I . I - .. --, -I *i I. 50 -------.---- - *-i-*--- | |||
1 w | |||
I u: | |||
I. 00 | |||
.z c_, | |||
I-u: | |||
er:: | |||
l.JJ | |||
_J l.JJ L.J 0.75 u | |||
u: | |||
_J u: | |||
(r' I-u w | |||
c.. | |||
.... 0.50 | |||
: 0. 00 -** *-. -*-- -- - - -- 4 -- | |||
2 ..j 'i 'i I 0 2 ') 10 '.] 2 <; IOG F R E: 0 l.J E Nc y .. l p c, Acceleration Spectra for REACTOR ENCL. | |||
~---------~-~------------~ | |||
Load Case: AXISY'MMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) | |||
Node: 79 Direction: VERTIC~L Elev: 253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A*258 | |||
PERIOD-SEC. | |||
I 'J G ~ C; ':. ~ | |||
'I r-j*-i---,- --r-- ---i ,-----,~I ---~--~--,--- | |||
I I I I. 50 ~------.----..,---- -----~-- -,-------.-----,----.-----~~-----,---.----~-~~ | |||
i z | |||
0 I-II Ct:: | |||
w | |||
...J UJ 0 . ., 5 1----4---+--+--+-+--1-4--+-+---+---+---+--+--+-4--+-+-+------+-----l--+---+-_._+-1-~ | |||
L.J u | |||
a: | |||
...J a: | |||
CY 1-u UJ u.. | |||
,;.., 0.50 1-----+---+--+--+-+-+-+-++----+--+---+--+-+-+--+-+-+-----+---+--+--+--+-+-+-H | |||
_...v 0.00 L__ __L_ _L_L_~_Ll__J_~--~.L..--.J..l!!!!~~~_L.Ll..l_ _ _ _ l_ __l_ _L__L_L_L.L_LI 0 I 2 -! r, '3 I 0 2 '4 5 'l I 0. G 2 -! S 5 I 00 i:-REOUENCY-CP~1 Acceleration Spectra for REACI'ORENCL. | |||
~~~~~~~~~~~~~~~~~~~~~~~ | |||
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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-259 | |||
PERIOD-SEC. | |||
1 IJ r,, ~ (~ 1 j T -,-.--;----T ,---,---- ,------------,-; I I I -,--~,-~,-- - - | |||
I.SO -- -------- | |||
u I | |||
u:: | |||
~..., | |||
z 0 | |||
1-u:: | |||
U:: | |||
lJJ | |||
_J lJI l..J | |||
: 0. l 5 l-----+---+--l---+--+--+-+-+--1-----+--- - - - f---- - - >-- , _ - f- ------~-~---4--J--l--L-l-.l-_J u | |||
u: | |||
_J c.r: | |||
Cr' 1-u w | |||
~ a.so ~----+----t---r-+-+--+--+-++----1---+--+--+-+-+-+++----+---+--+-_J_...J__J-4--4-J | |||
: 0. 25 ---------~------!---->--- - | |||
FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~~~~~~~~~~ | |||
Load Case: AXISY'MMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: ~~~~~ | |||
77 Direction: VERTICAL | |||
~~~~~~~~~- | |||
Elev: 269' | |||
-~~~~~~~~- | |||
Damping: o.oos,o.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC f IGURE 3A-260 | |||
PERIOD-SEC. | |||
1* 1 I '. I ,--* 1 ---,-----,----------~,-~-,--,--r- I 1 I. so ----------- ----- ----- * - - - - - ------ -*--..------~-~-~--- | |||
LJ I | |||
CL | |||
...... I. DO | |||
.z 0 | |||
~* | |||
I-CL ti:: | |||
LIJ | |||
_J LI.I LJ 0.75 u | |||
u: | |||
_J u: | |||
CX" I-u w | |||
c.... | |||
0.50 i:: RE 0 UE NCY - CP <, | |||
Acceleration Spectra 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISVMMETRIC FIGURE 3A-261 | |||
PERIOD-SEC. | |||
u I | |||
..c.r:, I. 00 ~*--- - - --- - - *-~-+--+.--4--<------ ~--+--___,l---+--~~-~-+-1>-+------+---+--+--+-+-~-+-I Z' | |||
0 t-c.r: | |||
U:::: | |||
LIJ | |||
_J UJ | |||
: 0. I 5 1----t----t--t--i-t-++-t-t----t--+-+--+-+-+-+-+-+----l---l----t--.tj:::=\-+-+.-+-l | |||
~- | |||
L.J L.J er. | |||
t-LJ UJ | |||
_J u:: | |||
Cr' | |||
'r-.__ | |||
..c...., 0.50 r----+---+--+--+-+-+-+++----~---+-+-+-+-+-+-t-+-----1~--j~-UI---+-~+-+-+- | |||
0.25 II. | |||
==~ Irv-~' f J--~~ | |||
~ | |||
,.,J; w | |||
: a. oo - - - - ------ ----- - - ~*-~*------1--d~~~ | |||
Q 1 2 -I 'i '.i I 0 2 -I r; ') I0 . G 2 11 !3 100 F RE 0 lJ E NC Y - CP ~i Acceleration Spectra for REACTOR ENCL. | |||
~---------------------- | |||
Lo ad Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) | |||
Direction: VERTICAL Elev: 283' Node: | |||
-- 60 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-262 | |||
PERIOD-SEC. | |||
I I j T 1-- j----T ----j- ____________ l_j_T_l__ | |||
r:. ' | |||
Tj-1--,----,-------~---,-~-I --T | |||
: 1. so ---------~---- - ----- - | |||
u I | |||
c.r | |||
...... l. 00 | |||
.z. | |||
0 t-c.r | |||
(:::'. | |||
llJ | |||
_J U.1 LJ | |||
: 0. *75 u | |||
c.r | |||
_J c.r Il Cr' I t-u w | |||
c... | |||
0.50 | |||
"° RED lJ E NCY- C~ ~' | |||
Acceleration Spectra for _REA __CTO __R_E_N_C_L_.______~---------------------~ | |||
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 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-263 | |||
PERIOD-SEC. | |||
I ---,-------I~1 1 ~,--1 -,.-- I I I | |||
!. so | |||
]. 25 u | |||
I a: | |||
). 00 tJ I-a: | |||
CZ::: | |||
uJ | |||
.....J lJ.J u 0. 75 u | |||
CL | |||
.....J c.r: | |||
Cr' I-u w | |||
C:... | |||
......., 0.50 0.25 1~---t---r--t----+-+--+-t-~----+--+--+---+--+--+-+-+--+-----+~--+~-+--+--+-+--+--+-4 Acceleration Spectra for REACTORENCL. | |||
~~~~~~~~~~~~~~~~~~~~~~~ | |||
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE {WIDENED - 15%) | |||
Node: 35 Direction: VERTICAL Elev: 313' Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 264 | |||
PERIOD-SEC. | |||
\S r; l r~ 1; ri ! | |||
1 1 1 I I.,-,-- r* - I -- -- *i-;*r;--r-1--,----,---"-T- -----;-r*-;---i--;---,---,---,------r----, | |||
I. SO -- --------~- ----- ---r-- * --- - - - - - - - - - - - - ---------- | |||
1 z | |||
(.J t-u: | |||
u::: | |||
LIJ | |||
_J Lil u 0. 15 l-----+---4--1---*f--+-+-+- t-t-----+----+--+----+-+--+-+-+-+---- ---+---+--+---+--+-+-+-+--t u | |||
CJ: | |||
_J u: | |||
er t-u LIJ c:... | |||
,n O.SO Acceleration 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 265 | |||
PE A Io D - SE C. | |||
c: ' | |||
I. SO ,--- - --* ---------- -~-------------*~--- | |||
I G | |||
I er | |||
"" I. 00 | |||
.z 0 | |||
I-er c..::: | |||
L.l.J | |||
.....J L.l.J L.J 0.15 u | |||
CJ: | |||
.....J er | |||
(.(' | |||
I-u UJ (L | |||
\."l a.so - | |||
0 . .25 2 2 '1 ') !OG i:: R:: 0 UE NC Y ** l P <; | |||
Acceleration Spectra for REACfOR ENCL. | |||
~~~~~~~~~~~~~~~~~~~~~~~ | |||
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) | |||
Node: 21 Direction: VERTIC\L | |||
~~~~~~~~~ | |||
Elev: 333' | |||
~~~~~~~~~ | |||
Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-266 | |||
PERIOD-SEC. | |||
u I | |||
([" | |||
....... l. 00 ----*-+---~--+--- -'-** - -*- --*--**- ---t-*--l--+----+---+--t--t-+-+-----+-----+---+---1--+---<~-+-I 7 | |||
0 1-u: | |||
CZ::: | |||
UJ | |||
_J UJ 0. *7 5 1----+-----+--l--+-+-+-+-++---+---l---+---+--+--+--1-+-+------+----+--+----'--4---~-+-l w | |||
u u: | |||
_J u: | |||
Cr' 1-u w | |||
.."-., a.so | |||
(-n | |||
-~ .,~ | |||
: o. 2 s 1----r--r--r--i---r-t--r-rr----r----r---r--+--titt-;::::t;-~-it--ur-:r-=:i-N~~~-t----t---+--t-t--t-t-i vr"~-~. -- ~~ ...... | |||
Acceleration Spectra for ___ | |||
~REJ\ CTO | |||
__R~E_N_C_L_.______________________________~ | |||
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) | |||
Node: 33 Direction: VERTICAT, Elev: 333' | |||
--------~ ----------------~ ----------------~ | |||
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-267 | |||
PERIOD-SEC. | |||
1C ':. ~ fJ ~* ~ O ':,~ | |||
l~l~-,~,-,-~,--,-----,..--1~,-,-,--,,--r-,-l---r-1--~l~T-l~1-l--r-1-,-~~~,--~j I. SO --- --*----~---------~----,---.,.---,-..,......------.-----.--~--.- | |||
L.j I | |||
CI | |||
"" I. 00 7 | |||
0 t-er c.i::: | |||
lJJ | |||
_J lJI L.J 0. *75 w | |||
er | |||
_J er (r' | |||
t-L.J LLJ (L_ | |||
..-i a.so | |||
----+----+--+---+-+----~~~- r-- - ----*--- -* - ---- - | |||
~REOl.JENC) -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: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-268 | |||
PERIOD-SEC. | |||
: l. so -- ------------~~---1 I | |||
L'l I | |||
a._,, | |||
z Ll I-- | |||
CL U::'. | |||
uJ | |||
__J uJ 0 . ., 5 1---~-~--i---;----t---t--t--t--t------+----+--+--+--~-+-~----f----l-----+--+---+-+--+----l---I u | |||
u: | |||
__J u: | |||
Ct' 1-LJ w | |||
CL G I 2 r; '3 IOG l="REOUENC Y--L pr, Acceleration Spectra for REACTOR ENCL. | |||
--~------~--~------~--~------~--~----- | |||
Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-269 | |||
PERIOD-SEC. | |||
t G '; | |||
I' 1--i--1-,-;--,-----,----- --i-t I I 1 | |||
I. 50 -------- *-*--*------- --------- -------------~-~~~-------..---~-~~ | |||
1.25 1-----+---+-+--+-+-t-+-++---~-+--+-+-+-+-+-1--+----+-~-4---4---4-~-U I.DO 1-----1----+--~-+-+---4--+-++---~-t---+--t--+-+-+-+-+-~---+--+-~-+-~~-+-1 z | |||
0 t-cr u:: | |||
uJ | |||
_J uJ 0.75 i-----t---t--t--+-+-+-+-++----t--+--+-+-+-+--+++-----+--+-+--+-+--l--1--+-I w | |||
L) u: | |||
_J er Cr' t-u w | |||
CL 0.50 t-----t---t--t--+-+-+-+-++----t--+--+-+-+-+-+++----+--+-+---l--+--l--1--+-I 1,-- | |||
0.25 f-----+---+--+--+-+-1-+-++--~-+--+--+-+-+-+-~~F:~t\l--+----+--+-~---4-+-+---'~ | |||
Acceleration Spectra for __REA ___cro | |||
___R__E_N_C_L_.______________________________~ | |||
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 151o) | |||
Node: 129 Direction: VERTIC\L Elev: 201' | |||
----------------~ ~---------------- | |||
Damping: 0.005,0.01,0.02,G.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE'GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-270 | |||
PERIOD-SEC. | |||
,-r---i--i *~-,- , | |||
: 1. so I I I I | |||
----------~----T-~--- | |||
I I I I r I I I | |||
L.) | |||
I u: | |||
'-"" I. 00 | |||
.z 0 | |||
I-u: | |||
Cz::'. | |||
LIJ | |||
..J LIJ LJ 0.75 w | |||
u: | |||
..J u: | |||
Cl' t-w LLJ Q... | |||
U'I 0.50 -- t - - - - - | |||
: 0. 25 1----+--~-I-+--~--+-+-+------~---- --- - | |||
: 0. ! | |||
i:- REOUE NC Y --C Pr) | |||
Acceleration Spectra for _REA~~cro~-R~E_N_C_L_*~~~~~~~~~~~~~~~~ | |||
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 107 Direction: VERTICAL | |||
--~~~~~~~~ | |||
Elev: 217' | |||
--~~~~~~~~ | |||
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE1GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-271 | |||
PERIOD-SEC. | |||
10 'J l IJ s* i | |||
; 1 - | |||
1 1 i-- r - -T -- *r 1 | |||
-- r*1*-r j---1**1*--r-----1------,-----1~ | |||
1 I I I I.SO ~------- -----,----------- | |||
Ll I | |||
([ | |||
;z 0 | |||
1-u: | |||
C::::'. | |||
LIJ | |||
..J LLJ u | |||
u: | |||
..J u: | |||
Cr' t-u LLJ | |||
~ | |||
Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~~~~~~~~~~ | |||
Load Case: AXISYMMETRIC CHUGGING GE700 SF.RIES ENVELOPE (WIDENED - 15%) | |||
Node: 80 | |||
~~~~~ | |||
Direction: VERTICAL | |||
~~~~~~~~~- | |||
Elev: 253' | |||
-~~~~~~~~- | |||
Damping: o.005,o.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREIGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISVMMETRIC FIGURE 3A-212 | |||
PERIOD-SEC. | |||
1 'J ":; l Q r. I r* '' 1 i- r--7-.-1-1 ---,- __ T _____ 1______ ---.-,--1---i-,-l-r---1--,------1-'1--,-~-,----r---1 | |||
]. so - - I -- - -*-- .. --*---- -----------------------~-~ | |||
u I | |||
er J.00 1--~---+---+--+-+-~-+-++---+--+--+--+-+-+-+--+-+-----+---+--+--+--+-+-+-i-I z | |||
0 f-er Ct::: | |||
LlJ | |||
_J uJ 0. I 5 1-----+---+--+-+-~-+--+-+----+----+--+--+-+-+-+--+-+-----------1------ __ ._____ . ---+-+--~f--I LJ u | |||
er | |||
_J er | |||
(:' | |||
f-u w | |||
ll. | |||
....., 0. 50 1 - - - - - -..- - - + - - - + --1----+-__.__,f---+---- --+----+--+--+--+-1-+--+-+----+---+--+--+--+-+--+-+- 1 l="REOUENC Y-CP~J Acceleration Spectra for REACfOR ENCL. | |||
~~~~~~~---~~~~~~~~~~~~~~~ | |||
Load Case: AXISYMMF.TRIC CHUGGING GF.700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 59 Direction: VERTICAL | |||
~~~~~~~~~- | |||
Elev: 283' | |||
-~~~~~~~~- | |||
Damping: 0.005,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-273 | |||
PERIOD-SEC. | |||
l~ n ! Q C ! | |||
i-r--; .T -i | |||
* i----,-------1------,-*1-r~-1-r---,--* ,-----rr--,--.---,,--r,-,--.-,-~,---1 I. 'iO ---*---*- - -*-- -**-------*---*-.-- *--------....---,-------0--~--~-~- | |||
I. 25 u | |||
I er z | |||
a | |||
(.[ | |||
IL LIJ | |||
_J w 0.15 u | |||
er | |||
_J cr lr' u | |||
w c.:... | |||
V1 o.so | |||
~REOLJENCY -[P~, | |||
Acceleration Spectra for ~REA___CTO ___R __E_N_C_L_.______________________________~ | |||
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 54 Direction: VERTICAL Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-274 | |||
PERIOD-SEC. | |||
1c ': | |||
j j I ,- T - , - - 1 * * - ,------"" ' I I I I I I.SO - | |||
u I | |||
..er., I. 00 ~--*-t----+---+----+--+--+-+---r-r----+--+--+--+--+--t-t-+-+------+---+---+--ll--+~...+-4-1 | |||
'Z 0 | |||
1-er er:: | |||
lJJ | |||
....J lJJ w *o. 1 s 1----T---t--+---t-+-+--+-+-+-----+----+--+---+--+--+-+-+-+----+----+----4--+---+-+--+--i~ | |||
u a: | |||
....J er cr-1- | |||
u lJJ | |||
..CL.,.., | |||
l'"REOUENCY-[PS Acceleration Spectra for ~REA ___CTO __L*~-~~~~~~~~~----~ | |||
___R_E_N_C Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) | |||
Node: 32 Direction: VERTICAL Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 275 | |||
PERIOD-SEC. | |||
10~ tlJ a~ a~* | |||
l-,-l~-l~,-1-~1 --1----r-1--r-1--r-'-1 --r-,--1---.---i---1-,.--1~,-1---r1 ~,----..,---*i | |||
). 5 0 ---------~--*-~-~----~----~*---,-----,.-----.----------.-----.---.-~' | |||
!.00 ~---+---+--+---i-+-+--+--+-+----+---+-+-+-+-+-+-+-+----1---1---+--+--+-+-+-+-1 z | |||
0 tr ei::: | |||
uJ | |||
__J uJ 0. '/ 5 ~----+----+--+--l-+-+---+-+--+-----+---+--+-+-+-4-+-+-+----1---~-+---+--+--+-4-+-I u | |||
u tr 0.50 ~---+----+---+--l-+-+---+-+--+-----+---+--+-+-+-1-4-~,-+----+---+-~-~-+-~ | |||
~~\ | |||
FREOUENCY-*CPS Acceleration Spectra for ___R_E | |||
~REA~_CTO __N_C_L_._______________________________ | |||
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVF.LOPE (WIDENED - 15%) | |||
Node: 12 Direction: VERTICAL Elev: 352' | |||
~-------- ~---------------- ----------------- | |||
Damping: o.005,0.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-276 | |||
PERIOD-SEC. | |||
;-r--;--i-1--r-1----r---,-- . - - - --,-~--,-;-t I 1 I I | |||
1 I | |||
1 I I I J.50 - - - - | |||
u I | |||
er | |||
'""' ]. 00 - -- | |||
z 0 | |||
I-u: | |||
ti:: | |||
uJ | |||
_J u.J w 0.75 u | |||
u: | |||
_J er Cr' I-L.J U.J Cl.. | |||
0.50 0.25 | |||
:J. ! 2 fi S IOG | |||
~REOUENCY **LP<) | |||
Ac eel era tion Spectra for REACI'OR ENCL. | |||
~~~~~~~~~~~~~~~~~~~~~~~ | |||
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 6 | |||
~~~~~ | |||
Direction: VERTICAL | |||
~~~~~~~~~ | |||
Elev: 410' | |||
~~~~~~~~~ | |||
Damping: 0.005,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-277 | |||
PERIOD-SEC. | |||
I 0. 0 I.0 , C. I C. '; ~ | |||
1~i---r1* *T-1-** r---,-------n-r-:1-:1--T-1----*r--- --~i-1:1-r-i-- * -r- --T --------, | |||
: 3. 0 - - - - - - * - - - - - - - - - - - ------- -----r----**--*- --- - *- -* *--* --- --- -------- ------------- ---*- -----*- ---- | |||
: 2. 5 1 - - - - - - - - + - - - + - - - - + - - ' - t - + - r - - - - - t - - - + - - - - + --- -~--..-_,_.,.-+------t--+---+---+--...... **- t - ,_ | |||
u I | |||
er | |||
....... 2.0 - - - - - ------>----i---- -- --*-* ---~---- -------- --r----+-O-+--<-+---- r - - - -*-~----- - . -- -'--1--* | |||
r-- | |||
z 0 | |||
I-([ | |||
CJ:: | |||
l.JJ | |||
_J I.JI w 1. 5 1----t----+---lr--+--<1--+-+-+-+-----~- - - ---+--+--t--;f - f---- ;:::::: | |||
u a: | |||
: 1. 0 i------+----+--t--+-+--i-+-+-+----4----1-* | |||
0.5 r-----+---+--t--+-+-f-+-+-+---+---+--+-+-+-+-+-~+--*l~-4---t-+-+ | |||
o.o .___ ___.__~ __ J ___l_LJLl_LJLL_ _~L_~l-.,.,,b::d::~:!:'D | |||
: 0. I 2 FREOUENC Y-CPS Acceleration Spectra for __c_o_N_T_R_O_L__S_T_R_U_C_T_U_R_E________~~------------~ | |||
Load Case: AXISYMMETRIC CHUGGING G~ 700 SERIF.S ENVELOPE (WIDENED - 15%) | |||
Node: 19 Elev: 217' Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-278 | |||
PU<! UL -SEC. | |||
: 10. '.) | |||
I I I I I I. 50 | |||
- ---~, | |||
I J. 25 ~--- - - --+-_._ _ _,__ | |||
u I | |||
a: | |||
IJ"t I. 00 z | |||
0 a: | |||
er:: | |||
~J | |||
_J 14.1 0.15 - - - -- -***- - --- | |||
u u | |||
a: | |||
_J a: | |||
~ | |||
1-u | |||
~J CL. | |||
V') 0. 50 -- | |||
0.25 0.00 '-------* __ ...._ __ *- | |||
2 Lj r:; 2 4 | |||
: o. l ') 100 FREQUENCY-CPS Acceleration Spectra for ~C_O_NT~R_OL~S_T_R_U_C_T_U_R_E~~~~~~~~~~~~~~~ | |||
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,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-279 | |||
PERIOD-SEC. | |||
IC ::. I IJ 0. I 0 Ill i l"j r *i **1 **-r* -*1****_-T*---**-**1 i .. , .. r-r* *r*-,--,---,-------p-1.;*-1-*1*-*1-.---,--- -1 I. 50 I. 25 1-----1---f--f--+--4-4-t--t-+----+--*--t---t--t--t-1rt-l------.-~*---1*- -t---t---t-1-+-t 1.00 r | |||
z 0 | |||
rF - | |||
0.15 I I - - ,_ .. | |||
- --- '"='= *- ,...,_ | |||
a-' | |||
v | |||
.... I '"""" .... | |||
LI 0.. | |||
0.50 V-' 1- f\ '"""" .... | |||
I | |||
,-~ | |||
0.25 | |||
-1 \., - | |||
N I | |||
.,~ H"10.!J | |||
_i..- | |||
r, ., ... | |||
0.00 | |||
: 0. I 2 ~ *I ~ 1 ~ f, !I I *J 100 FREQUENCY-CPS Acceleration Spectra for __C_O_N_T_R_O_L__ ST_R_U_C_T_U_R_E______________________________ | |||
Load Case~ AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 19 Direction: VERTIC~ Elev: 254' Dampin~: o.oos,o.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS. REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- ~O | |||
P~R!GO-SEC. | |||
: 10. 'l :. 0 C. I 0.~I I I I I I ! I I I I I* I I I I I | |||
I! i i I ' I I J.~s ~~~~~~~,~~~!~~~~~~~~~~~~~------~~- ------* - ~~~~ | |||
u | |||
:r I | |||
I! | |||
: 7. I.:>~ l---+---"""'---4-~ll~!-~~,.---1--+-~---.J_~~~~+-+-* | |||
0 u: | |||
-' I I I | |||
"'uw 0.15 ~-~~-+-~--l---+~-+_._14-+--~~-+-~'---4---'-~~~+-l-~-M=~=TII--~-'~-~-~~~~ | |||
2 _J I rn u | |||
w c.* | |||
c.. | |||
J'I | |||
: o. i;o L' t-----+-f--+--+-+--t-j!--+-i----t--+---+--+-+-+-~1~~~1\H\1-~~bJ--1J11~-1--j..__:tH r | |||
: 0. JS t----+--_...-+--~-+-+--J-1----1---J--~~--'-l~1 | |||
. I ~ f~rh | |||
*1-----+-*,,4--J.."'rt',......f'-~~ | |||
\./!! | |||
,l:'ffEQUENCY-CP'j Acceleration Spectra for CONTROL STRUCTURE | |||
~~~~~~~~~~~~~~~~~~~~~~~ | |||
Load Case: AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 19 Direction: VERTIC\L Elev: 269'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-281 | |||
rER ! OD**~EC. | |||
10.: I. 0 0.1 O.CI rr1r-T":-- , i * * -r r-rr,,-,--,---,--, | |||
* ii II I I I I I 6 . - - --*-** - - - - - - - * - - ~ . ,_ * * - - *- - - - * *-..--.,.__,~""T--.--------,---:--..--.-....,...,,........, | |||
u CE | |||
'1) | |||
I | |||
.,, ___ ---... .. .. _ --** - - - a- - -----1---li---1-4-~f-f--l-f----+--+--+-+--tt-+-+-t-I 0 | |||
...c.t - | |||
,.,ct: | |||
...I | |||
"'uua: | |||
...I c.t | |||
...eru (a. | |||
'1) 2 0 ~--~2 _ _ _ _ .______ | |||
!J. I FREQUENCY-Cr!'> | |||
Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: | |||
AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 19 Direction: VERTICAL Elev: 289' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-2B2 | |||
PERIOD-SEC. | |||
:'J.'l I 'l C. I 0.'ll I I I I I I I j | |||
: I'*' .1* i I I I I I I I I I I u | |||
I a: | |||
I | |||
.... I I 2 * :> t----'f--"f---t--t--t-t-t-:-t-1----t---t--t--t-'!-t--t-H---t-~-1"4--+--+--+-+-t-+-I z | |||
0 c: | |||
~ | |||
......J u | |||
..J I | |||
!.~ t----~~--+--+--+--t-+-+~----~t---t---+--t-~1---+-++---..--tHt--+-+-+-+-+-HH c: | |||
I r1 er Ct'" | |||
..J | |||
(:.. | |||
I. 0 I r-n I | |||
I N 0 * ., j \ | |||
**--:-~* | |||
~:::;;;;~ | |||
~ '\ ~ l~ l\ | |||
I T | |||
~.!) | |||
: 0. t | |||
( | |||
- .. 5 "'j I.~ | |||
2 . <<; 5 I | |||
10.~ | |||
2 . <<; *j IOO FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE | |||
-~---------------------~------~~--- | |||
Lo ad Case: AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 19 Direction: VERTICAL Elev: 304'-0 Dampin~: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 283 | |||
rER ! 00--5EC. | |||
10.0 1.0 0.1 a.at I I I I I I I I I I I I. .f *1 I I I I 11 I I I I I I I I l.O u | |||
I er z | |||
0 - | |||
FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE | |||
~--------------------------------~------------------------------------~------------- | |||
Lo ad Case: AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) | |||
Node: 19 Direction: VERTIC~L Elev: 332' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-284 | |||
PERIOD-SEC. | |||
IO':i !') G! GJ~ | |||
i-,--~-11-,---,--------1 - - - - r | |||
* i 1-11--,----,---,-------,-1-*-i--r--i---, -,----r----i -- - -----, | |||
I. 50 ----------------------- - - - - - - - - - - -------------- _____ ------------ ______________ ----~------ | |||
: 1. .? 5 1 - - - - - - - + - - + - - - + - + - + - + - - + - + - - - - + - - - + - - - - + - - - - + - - - - + - - + - - - + - + - - + - - - - - ------- ---- - - - - ~--+-+-li-1 u | |||
I er | |||
~ J.00 t-----+---+---t--+--+---+-+--+-+----+---+----+-----+---+---+--+-+--+-----+--+--+---1---+-+-+-+--I z | |||
0 1-er 0:::: | |||
LU | |||
_J LU u 0.75 1----+----+---t--+--+---+--+--+-1------1------ - -----+---+-----+---~ -~----- --+---------+----- ---- * * - -- - - - | |||
u er | |||
_J Q_ | |||
tr 1-u LU Q.. | |||
111 0.50 ~---+----+--+---+-+--i-+--+-+----+----t----t-+-+-+-+-+-+-----+----+--+--4--+--+-+-+--I 0 . .?5 1----+----+--t--+---~-+-+-4-----~-----t--t----t----+--+---t--;--,t---------- -*---~-- --- -- --- 1-- | |||
/~ --" | |||
0.00 ~-~~~~..._-~..___---~ | |||
2 | |||
-~~~~~~/~~~~~/~~~~\~---~~t~~~~i~j~~~ | |||
6 2 | |||
: 0. I 6 B I O 2 (3 IQ_ 0 G B 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~-------------------- | |||
1 o ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYM.METRIC FIGURE 3A-.285 | |||
PERIOD-SEC. | |||
I 0 'j j-*Tj--T I I j----, I - | |||
I.SO--*---------------*-**----------- | |||
I. 25 1----+-----+--r--+---+---+-+--+-+-----+----*-+--l----4--+-- -~ - *- - - - - - - - - - ----- - --+---+---+-+-< | |||
L) | |||
I er | |||
~ I.DO r----+---+--t--+-~~-+-+-+----+---+--+---+-+--+-+--+-+-----+---+--+---+--+--+-+-+-1 z | |||
0 I-- | |||
er Q::'. | |||
w | |||
....J w 0. 15 * - - - - - - - - + - - + - - - + - - + - - + - + - - + - - + - - - - - ----t---+---+---+-+-+-t-t-----+----+---t-t---ic--+-+-11--i LJ LJ a: | |||
....J ,-~ | |||
er cr-1-- | |||
LJ w r-~ | |||
CL | |||
(/) 0. 50 -*------*--- - - - - ~----- ~--- -- *- -------1---ll-----+----l--+-*-+--1-+--+-----+---+---+-H-+---+-+1--+--+-I | |||
: 0. I 2 6 (3 l 0 2 6 !3 I 0. 0 2 6 8 100 FREOUENCY-CP<; | |||
Acceleration Spectra for REACTOR ENCL. _ | |||
~~~---~~~---~~~~~~~~~~- | |||
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: ~~~~~ | |||
154 Direction: VERTICAL | |||
~~~~~~~~~ | |||
Elev: 177'-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-*286 | |||
PER 10 D-SE C. | |||
l0 Ci ? f) 0 ! O r;? | |||
,11-r-i--r--,--.-*--,------- r-j--ri--r-~-,----.---~i~*-1-,----i-----i I. 50 ------------------ --- ----- - - - - - - - - __ | |||
I. 25 u | |||
I er If\ | |||
I. 00 z | |||
0 I-a: | |||
a:: | |||
La.J | |||
_J La.J 0.75 u | |||
u a: | |||
_J er er I-u La.J fl.. | |||
(/) 0.50 2 6 O I 0 2 6 O ID. 0 2 6 8 JOO FREQUENCY-CPS Acceleration Spectra for REACfOR ENCL. | |||
~~~~~~~~~~~~~~~~~--- | |||
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 128 Direction: VERTIC\L Elev: 201'-0 Dampin~: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-287 | |||
PERIOD-SEC. | |||
I (J ,.-.J ~ 1~ 0 ! 0 Gl j l j - T -T-1*-----,-- *1 ------- -- ,-- -,----T--r- **-1*--r ---,----1--1-------i I. SD - - - - - - - * - - - --*-*--*--*- --- ---- r *- - *----- --*-* | |||
r-1-.-1-1~- | |||
--~---- ---- ---- *---------- | |||
--1---,----~------ | |||
I. 25 u | |||
I a: | |||
~ I.DD 1------t----;--t---;-r,--t-+-+---;--~-t--+-t---+-+-+-+----+---t--+--+--tt-+-+-+-I z | |||
0 a: | |||
er:: | |||
w | |||
_J w | |||
u D. 75 1~---t----t--t--+-+-+-+-+-+----+--+--+--t--t--+-+-+-+----+--+-~-+-+/--t~r+-+-1 u | |||
rr-- | |||
a: | |||
_J er er u | |||
w Q.. | |||
(./') | |||
D. 25 1---+----+--+---+-+--4-4--+-+---*-----r------4*--+--+--+-+-+-+-+l-J§-~~\.rlffl+rf-+---1-t--r-w1 -+-i rn ~ 1 V: I \~ | |||
t;r:-~ ~ | |||
o.00 0 1 l_- --- L_L_LlLJ-Ul---J 2 4 6 5 1 0 2 | |||
__ J!!!!!!!~4 J~~~6 ~~~ | |||
10 0 8 ~-::___j2_J_J4 JLJ6JJ6 J_ l 1 00 FRfOUENCY-CP') | |||
Acceleration Spectra for REACfOR ENCL. | |||
~~~~~~~---~~~~~~~~~~- | |||
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) | |||
Node: ~~~~~ | |||
130 Direction: VERTIC~L | |||
~~~~~~~~~ | |||
Elev: 201'-0 Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-288 | |||
PERIOD-SEC. | |||
1 fJ rJ ~ j 11--11--1 ' 1 . - - - - - - - -- - -r Ir -j--T --i -- T - 1- --- - ' -- - - - i 1 1 I. so ~--------------------- - - - - ------ ----------- - ----- -- -------- ------ --- --- | |||
J. 25 l----+-----+---t-------i--t-~-+---t--+--------+-----+---+-----+--+---t~+-+-------1------- --- - - - - --~-~r-u I | |||
er If! J. 00 1----+-----+-- 4 *-~____,_______,____ ,_ - ------------ - - - - - - - - - - ----- --- --- --~- --------- ---+--+---+--+-+-+~I z | |||
Cl t-cr n::: | |||
LLI | |||
_J LLI u 0. 75 1----+---+--+---+-+-t-+-+-+-----+----+--+- -- ---I--+--+--+-----+---+--------------~- | |||
w a: | |||
__J a: | |||
er t-u LLI Q_ | |||
V') 0. 50 f-----+----+--+--+--~-+--+-+-----+------~-- ----+---+-r--+---+-+-----+------+---1----lt---+--+-~-* | |||
i:REOUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~~~~~- | |||
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 106 Direction: VERTICAL | |||
~~~~~~~-~ | |||
Elev: 217'-0 Damping: o.oos,0.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-289 | |||
PERIOD-SEC. | |||
l lJ '~ ~ '"" 1 0 s! | |||
'*" ---- - - ---T-- - - - i 1-,--1 ---,-------,------ -.-,-ri-- 1 1---,----;-----r- ------- ,-,-1'- 1**1-,----, - - - - - - - 1 1-r~ | |||
1- ------~ ---- -------------- -- - | |||
I I | |||
: 2. 5 1-----+----+---+----I--+-*- >--- --~ ------+---+--t---+---+--+-li--+-t-----+---1--+----+-----+--t-+-t L..J I | |||
cr (J') 2. 0 -------- - - - - *--- --- -- - - - --------~------- ---- ----- -*- --*--+--------.----+---+----+--+--+-~>--* | |||
z a | |||
1-- | |||
cr c:.:: | |||
w | |||
~u cr | |||
_J a: | |||
er t-u w | |||
CL (J') | |||
2 5 8 I 0 2 5 [l 10. 0 2 6 8 100 FRfOUENCY--CP'i Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~~~~~ | |||
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: ~~~~~ | |||
108 Direction: VERTICAL | |||
~~~~~~~~- | |||
Elev: 217'-0 Damping: 0.005,0.0l,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 | |||
PERIOD-SEC. | |||
I 0. 0 1 0 0 1 0. 0 I | |||
_j _ _ _ _ _ _ l j ! j l I I J jl I T I I I I ~--1'11 I I I I u | |||
I a: | |||
V"l 1.00 r----r---t--t-+-r-t-+-++----t--+--+-+-+--+-+++-----+---+--+--+-4-~-!-I z | |||
D | |||
: 0. 7 5 1----+---+--'---+--+--l-~-+-4-----..+--___j----+---+--+--+ --+--<--+------>-*----+--~4--+--+--4-.+--I | |||
_J a: | |||
CY u | |||
w c... 0.50 ~---+----l----~--T--t-t-t-+-t----+--+--+-+-+-+--+-+-+-----4----*-+--f--+--~--l--~I V) | |||
: 0. I 2 6 !3 I 0 2 lj 5 !3 10 0 2 6 l3 I 00 FRE.OUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~------------------ | |||
1 o ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) | |||
Node: 104 Direction: VERTIC~L Elev: 239'-0 Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A- 291 | |||
PERIOD-SEC. | |||
10 G ! *; rJ 1 0 ':,I 11--1-r1--r-1----,--,-------,1-r1--r1--,--i------,.-----------,,-,, r----1 ----,-------r---1 | |||
: 1. so -- --- ---- -- -- ---- --- ---------- - ---- - ----~--------- --------~--- -- ------------- | |||
LJ I | |||
er | |||
~ J.QQ ~----+---+--4---jf----+-+-~~----f---~~-+---+- ~-~----.__-+--+---+-+--+-1-+-I z | |||
0 I-- | |||
er Ck: | |||
w | |||
_J w 0.75 1~---+----1--+--l-~-+-~-----1---+--+---4-+-~-~4-+---~-~--1-~-4-~~ | |||
u u | |||
er | |||
_J a: | |||
er u | |||
w c... 0.50 1-----+---+--+-+-+-1--+-+--+------+--~--+--+-+-+--+---+-+-----+---+--+--+--+-+-+--I If') | |||
--llrOllll"-"" | |||
0.00 l __ __L___L_L_J_LJ_L.LL_ _~J---~~~=:__!__LJ_J__L__ ___L_ __L_~~__J~_L.L.LI | |||
: 0. 1 2 ~ G !3 I 0 2 ~ 6 g I0 0 2 6 B I 00 FRfOUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~----~~~---------------- | |||
1 o ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) | |||
Node: 79 Direction: VERTICAL | |||
~~~~~~~~~ | |||
Elev: 253'-0 Damping: o.005,o.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-292 | |||
PERIOD-SEC. | |||
I. so - - - *1 - - - - - - - * - - - - - - - - - - -,----.---- - | |||
I I | |||
I. .25 1----t---t--t--+--+-t-t---+4-----t---+---+--+--+-+-+-+-+----- --- | |||
u I | |||
a: | |||
IJ"'> I. 00 t-------+--* ------- --- - -- - - -- ~----- -------- -------t----f--t---t----t--t-~-----J---11---t--+--+---+--l-+--I z | |||
0 t-a: | |||
Q::'. | |||
w | |||
_J w 0. '15 ----~---+----4-~~--+-4--~*------- ___ ....____I---- ---- -- - - - - -- - * - *-- | |||
u u | |||
a: | |||
: 0. I 2 5 !3 1 0 2 5 !3 I0 O 2 6 8 100 i:RE:OUfNCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~~~~~- | |||
Lo ad Case: AXISYMMETRIC GE 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-293 | |||
PERIOD-SEC. | |||
JfJ :, : f..J i--rT--1--11---j-----r*--- * -------- r** j - I I r- ---i--------, | |||
: 1. 50 - ""---* - ------------***- -*- . -- | |||
!. ~5 1 - - - - + - - - - - - - ~-- - - ---r-~-t------l--~--+----+- -+--1---t--+-+----- - -**---..---+---+--+--+-+-+-I L.) | |||
I er (fl I . DO - - - - ________ ,_~--+--+--+--+-*--------r---t-t---1-+--+-1t-t-----f-----t---+--+---+--+---J'--l--I z | |||
0 I-- | |||
er Ci:'. | |||
w | |||
_J w 0. 15 *---~---+---- -- ----- -+-f--------1~----i----+---+-- ,___ - - - > - - r - - - - - - - ---+---+---+--+--+--t-+-1 w | |||
w er | |||
_J er cr-1--- | |||
w w | |||
Q... | |||
If) 0. 50 t------+--*----+-----<-*----<--+----- ---------t---ic---+---+--t---+-t-+-t-------+---+-----<r---+--i--+-+-+-1 2 5 G I 0 5 I0 0 2 5 8 0 1 (l 100 FRt.OUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~~~~--- | |||
Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-294 | |||
PERIOD-SEC. | |||
10 r, ! G IJ (.J ~ | |||
i- *1 -* i __ T ___i___ ,---- --1--,---- ---- i..._____ --.*-1 ;*--ri--,.-*-*-1---,-----,----------, ----- - -----,--r i---,- -,- -r- - i---- ---r- - - ----*1 ---- --------- | |||
1 I. 'JO -------------------- ----~---------- - - - - - - - -- ---- --1 ------ - - - ------- --------~--- ----- | |||
1 | |||
: l. 25 1----r------+--+---r---+-+---t--+-t--------+--- - ----+--r--+----+--*--4----+--**----- ~--- - - - - - - - -- ,__ ~- -- | |||
: 1. 00 1------+-------+-------+--+--~*- +-+---+----1---t-----+-----r-t----t---1--+--+---------+----+--+--+--4---~ z 0 | |||
I-- | |||
a: | |||
QC w | |||
.....I w 0. 7 5 1-----+--~-.----+--+~+--+---- -------+------+- - - - - - > - - - , _ -~ --------- ---- - - - - - - - - - - --~- - - -- * - - | |||
LJ LJ a: | |||
.....I a: | |||
er 1-- | |||
LJ w | |||
(l__ | |||
V"l o.2s~---r------+--+-~-+---t--+-t--------+------+---+-~--+-+J~---+--t----~~--- | |||
A;} | |||
),'~::::tJ1--' | |||
........ .t:.11! ;....-- ~ | |||
~~v | |||
/ -{--~ ~E~ | |||
0.00 2 G [3 I 0 2 5 I 0. 0 2 6 B I 00 | |||
: 0. I [3 FRfOUfNC't-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~--~~~~~~~ | |||
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 58 | |||
~~~~~ | |||
Direction: VERTICAL | |||
~~~~~~~~~~ | |||
Elev: 283'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-295 | |||
PERIOD-SEC. | |||
1I) *:, I rJ '.J l 0 Q! | |||
I r*1*1--j-r*--i- r-- I -*- -- -Tj--T j_T_j ___ T _ _i_ ----r-------j-,-j--r*1-*r-*1---,-----r-----1 I. SO ~-------*---- ------------*- ----------*-------- --*~--- __ ----------*--~- | |||
: 1. 25 1----+---+--t---+-+-+-+-+-t-----+---+---+---+-+--+-+-+-+------ *-----+-.+--.--+---+.--f-+-~ | |||
u I | |||
a: | |||
I/) | |||
J.QQ 1-----+---+--t----t--+-t-+-+-t-----+---f--+---~+-+~l------+---+--~/l-+--++l~f-+-I z | |||
0 l-a: | |||
Ck'. | |||
w | |||
_J w a. ,, 5 1----+---+--~-+--+-+-+-+-t-----+---+----+--+-+-+--+-+-+-----+---t---tt-Hr,_,-t--trttt--t-t-i u | |||
u a: | |||
_J a: | |||
lk' f(~ \ | |||
t-u w | |||
0.. | |||
I/) 0.50 i------+---+--1--+-+-+-+-+-+----+----+--+--+-+----+-+--++---+-~--+nt--~--1r~/+---1i--t...,.....-r;-1 u-- | |||
r | |||
: 0. 25 1-----+---+--l--~*t--+-+-+-1-----+-- | |||
FREOUENCY-CP'.J Acceleration Spectra for REACTORENCL. | |||
~~~~~~~--~~~~~~~~~~- | |||
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: ,______ | |||
60 _ Direction: VERTICAL Elev: 283'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-296 | |||
PERIOD-SEC. | |||
__ T _____ u I~ l | |||
: i. so r-*-------------------*-*-----~- -----* ____ ------------~-----~-----..------ ______________ -------r-- --------r--- ,.....- _ | |||
: l. 2 5 1----+---+--+--+-+--+-+-++---+----+---+-+-+--+-+-+--+-------t---+----->-----t----t---+~r--I u | |||
I er (fl | |||
: l. 00 z | |||
-.er.... | |||
a Cl:: | |||
w | |||
_J w | |||
u 0.75 --~ | |||
u er | |||
_J er er u | |||
w CL | |||
(/) 0.50 | |||
: 0. 25 1---+----+--+---+--+--+-t---+- -----+-----+--+--+--~),2--+-+==~-j~~'~ ~-~ | |||
0.00 L__ _ ___L_ | |||
--~~- | |||
___L_L_J__~_L.u___ _~.J....--.1!!!!!~~=--i___L_l_l_J__ _____l_ | |||
~--- ~-- | |||
_J__ | |||
"'l'---- | |||
_l_-.L._-:1-~-L-I | |||
: 0. 1 2 4 5 [J I 0 2 4 5 [J I 0. 0 2 4 6 0 I 00 FREOUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
Lo ad Case: | |||
AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 56 Directien: VERTICAL Elev: 304'-0 Damping: | |||
O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-297 | |||
PERIOD-SEC. | |||
If) *~ I ') ,., I 0 G1 1 | |||
1 i 1 j _ F _ j ___ r - --- 1 ---- - r-ji-,-,--i--r----i-----,------ ---,-1-;--r-jr-1-,---,---1 I. SO --------------- - - ------ --- | |||
1 --~------ ------------------------ | |||
Ll I | |||
a: | |||
If) | |||
I. 00 z | |||
0 | |||
~ | |||
I-a: | |||
c:.i::: | |||
w | |||
_J w 0.75 u | |||
u a: | |||
_J a: | |||
er I-u w | |||
CL U') 0.50 FRfOUENCY-CP') | |||
Acceleration Spectra for REACTOR ENCL. | |||
1 o ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) | |||
Node: 35 Direction: VF.RTIC.\L Elev: 313'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-298 | |||
PERIOD-SEC. | |||
l0 'j u c, ! | |||
1 1 1 | |||
* 1 r--,---,------,------r111-r1-- -.-----i------,---------i-r-11-1-r-1-,--------,----, | |||
I. SO ----------- - ----- --- - ---- ---- __________________ _ | |||
: l. 25 LJ I | |||
a: | |||
(/"I 1 . 00 1---------+---+---1-----1-----+---4-~~--- | |||
z 0 | |||
l-a: | |||
QC LLJ | |||
_J LLJ 0. 15 1-----+-----+--+---+-+--i--+---t--t------+---+----~-+---+---ff---+--+-++- | |||
u u | |||
a: | |||
_J a: | |||
er t-u LLJ CL Ill 0.50 1-------1---+--..___+--l-+--l-+-+----+---+----+--+--+-l-l--++-Hl--#F~H+-~--+--+-4-+-4~1 0.00 L___ _ _2L__J___L____L_L_J_L!__J___~""'""""~=:L-__!.___j__!__L____L_L..!_ _ _ _--l__ _J___l_~___J__L.!_I | |||
: 0. I Acceleration Spectra for REACTOR ENCL. | |||
--~~--~~~~~~~~~~~~~~- | |||
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 43 | |||
~~~~~ | |||
Direction: VERTICAL | |||
~~~~~~~~~ | |||
Elev: 313'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-299 | |||
PERIOD-SEC. | |||
I. 25 LJ I | |||
a: | |||
l/'l I. DD l------+----+----4--~- -- - -~ - - ----------r--t--+--+-t-++--+----+---+--+--+--4-~-+-I z | |||
0 l-a: | |||
0:: | |||
UJ | |||
_J UJ u 0.75 u | |||
a: | |||
_J a: | |||
er 1-u UJ Ct.. | |||
(f) 0.50 r-------t---t--t--+-+-t-+-++---+--+--1--+-t--+-+++----+----+--+--l--+-+--+-+-I | |||
: 0. I 2 5 O ID. 0 2 6 8 IDO FREQUENCY-CPS Acceleration Spectra for ~R_EA~cr_o | |||
__R_E_N_C_L_*~~~~~~~~~~~~ | |||
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 21 | |||
~~~~~ | |||
Direction: VERTICAL | |||
~~~~~~~~~ | |||
Elev: 333'-0 Damping: o.oos,0.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-300 | |||
PERIOD-SEC. | |||
t0 c. ::, l U G? | |||
1-1 i- ' ;- ,- I -- --,-- --, -- -- 1 i 1 1 r- I 1 - r - - r --- *- 111 1-1--1---,----r-----1 | |||
: 1. so -------- ----- ----- -;*-~--------------~-.---- ------ ----- ---------------------r----....----- | |||
]. 2 s 1-----1----+---+---+---+--+--+-+--.__----+----+---+---+--+--l---4--+-.__---~----- ----- - - t--+----~--+-1 LJ I | |||
er l,fl z | |||
0 | |||
~ | |||
er a:: | |||
LU | |||
_J LU u | |||
: 0. 7 s u-- | |||
1-----1----+---+---+----+--+--+-+--.__----l------+--+---+---+-IF'-4-+--~-----I----+-- !----* - -- . - - >-- | |||
LJ er | |||
_J er er | |||
~ | |||
LJ LU Q... | |||
1-- | |||
en 0. SQ l------+----+---+----+--+-+-+--+--1---- ~----ji--- --l----4~"-+---l---l+--/--+-\c41-----4---+---l----+--~>---4--I r- ,----N~ | |||
_,.--,,..JV-~ | |||
0.25 | |||
. -- ------+---+--+,---+*l/ll-+--+-+-\~91-1--,---+---i~~,~~~~ =-"~ | |||
r- ~r--...-~ | |||
J~ ~-- | |||
~~y 0.00 ~--~-~-~--~~-~-----=~~--':'.:Lrr- __,__..__~--~-----'-----'---'---~~~* | |||
: 0. I 2 ~ 5 g 1 0 2 ~ 5 8 1 o_ o 2 6 g 1OD F RfOUENCY-CP'.i Acceleration Spectra for REACTOR ENCL. | |||
-------~----------~ | |||
Load Case: AXISYMMF.TRIC GF. CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 33 Direction: VERTIC~L F.lev: 333'-0 | |||
~-------~- | |||
Damping: 0.005,0.0l,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-301 | |||
PERIOD-SEC. | |||
IU '~ I rJ 0 l O 'J 1 | |||
,--, ;--r--i-- ' 1---,------i----*-r1-r-11--1-T--1-------r------11-,----1--,--,---,-,--,--,-----,-,--,.-,---,--,----1 I. so ~------~--------~~-------.-------,-------- ---- -----------~-~-~~ | |||
u I | |||
a: | |||
V'I | |||
!. 00 z | |||
D | |||
~- | |||
a: | |||
Ct:: | |||
w | |||
___J w 0.75 u | |||
u er: | |||
___J a:: | |||
er 1-- | |||
l_l lJ_J LI... | |||
(/) a.so | |||
: 0. I 2 S !3 I 0 2 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~~~~~- | |||
Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-302 | |||
PERIOD-SEC. | |||
u I | |||
er c.n z | |||
0 1-cr CIC w | |||
....J w | |||
u u | |||
a: | |||
....J er: | |||
Ck' t-u w | |||
Q.. | |||
IJ) 5 !3 I0 0 2 5 !3 I 00 | |||
: 0. I | |||
"'REOUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~------~~--~-~----~ | |||
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 13 Direction: VERTICAL Elev: 352'-0 Damping: o.005,o.o1,o.02,o.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-3.03 | |||
PERIOD-SEC. | |||
I 0 '; ! fj 0 IJl i- r -i-1 1---r-* 1- --,- -----i-------- --Tl-,-- l-r-1 *--r----,-----,--- -----r,--1-1---,---r - 1 | |||
---,------i--*---i | |||
: l. '10 ------------- - - - - - ----- - -- ------------ - - - - - - - - - - ----- ---- ---------------- | |||
J. 2 5 1-----+----+--f---+--.j.....-.4--l----+-I- - - - - - - - - + - - - - - - - - --l---+-----+-1--+--------+*---------1---;---+---+--+--+-4-I u | |||
I er (fl J | |||
* 00 > - - - - - ---~-+--+----+--+----+-*-+---+---- - - - ----r---r--t--t--t-+-+-----+----+--+-+-+--+-~I z | |||
0 l-a: | |||
0:: | |||
w | |||
__J w 0. 7 5 1-----+---t--~-t-+-t--t-+-+----- - ------...--~--.-,>--+-*---~~ >----------+---+--+---+---+-t-+-+--l u | |||
u er | |||
__J er er I-Li w | |||
If) 0.50 t------+---t--~-t-+-t-t-+-+----+-----+-----+-+-+--+--+-+-11------t----+--~-+----+-----+-+-+-+- | |||
I | |||
: 0. 25 *----+-----+------+----<--+*--+--+-- | |||
2 6 (l I 0 2 5 g I 0. 0 2 6 8 100 FRE:OUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~~---~~~~~~~~~~~~- | |||
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - lSra) | |||
Node: ~~~~~ | |||
129 Direction: VERTIC!L | |||
~~~~~~~~~ | |||
Elev: 201'-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-304 | |||
PERIOD~SEC. | |||
IU *; 1 rJ fJ ~ U C; ! | |||
l-,-,--r ,---r-f--T- --- I -----, j-1 *11-;-- -,---- -,-------r---------;-r---1-Ti- r---,--- - - , - - - - - , | |||
I. '30 - - ---------- -- -, - | |||
]. 25 1----+---+--t---+-+-t-+-+-+---+---+--+--+-+--4-++-+--------- - - - --+--+--~~-l L) | |||
I | |||
([ | |||
l/) | |||
!. 00 z | |||
D t-a: | |||
a:: | |||
w | |||
_ _J w 0.75 u | |||
u a: | |||
_J a: | |||
~ | |||
t-u w | |||
CL l/) | |||
0.25 | |||
: 0. I 2 5 (l I 0 2 5 G I0 0 2 6 (l I 00 FRfOUENCY-CP'3 Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~~~~~- | |||
Lo ad Case: AXISYMMETRIC GE CO-RASI~ ENVELOPF (WIDENED - 15%) | |||
Node: 107 | |||
~~~~~ | |||
Direction: VERTICAL | |||
~~~~~~~~~ | |||
Elev: 217'-0 Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-305 | |||
PERIOD-SEC. | |||
0 ! | |||
I. SO - ----------- ---* ---,--------- -- --------- ----------~~-~---------------.--~-~ | |||
L) | |||
I er (fl | |||
]. 00 >---------+----+- - * - --+--+---+--<~+------------ ,__--+.--+---+---+--l--l--+--1------+---+--+---+---1---1--l--+-I z | |||
0 l-a: | |||
0:: | |||
i..J | |||
_J i..J 0.75 1~---l---+--+--+--+-+-1-+--+------+--+--+--+--+-+~-+-+-----l---+*--+--+--+-+--+ - ._ | |||
u u | |||
er Q. 50 1 - - - - - - + - - - - + - - t - - - t - - + - + - l - + - + - - - - - - - - -*--+---+---+--l--l-~1--44----+----+--+---l--+---l--l-~I | |||
-~ -, | |||
._U r----i 0.25 v l | |||
._.._. r l \ v-- | |||
~ --~ | |||
~ ,._LJ v---- | |||
o.oo L____l__~l___L_J_J__l_JJLJ__ _~.L...~~~~:J_J__L_JLL___l__ _l__l_J_J_J_J_J_I | |||
~ ~ | |||
: 0. 1 2 4 5 G 1 0 2 4 6 !3 10.0 2 4 6 !3 100 FREQUENCY-CPS Acceleration Spectra for ~R_E_A_cr | |||
__o_R_E_N_C_L_.~~--~--~--~----~~ | |||
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 80 Direction: VERTICAL Elev: 253'-0 | |||
~----------~--~-- | |||
Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC f IGURE 3A-306 | |||
PERIOD-SEC. | |||
10 r;, 1 'J v 1 U '~I | |||
,,,-,~ I I --i-1-,-,-.-,---,--,-,-----, r~- r-j-r----r - - - - , | |||
I.SO - - - -~ --- -------~*- - -- --~--~--------,---------,------.--- .----- | |||
!. 25 1----r----;--r----t--+-t-t--++----+---+--+---+-+--l--+-+-+------+-----~ --t--1---+--+--1f---i u | |||
I er Vl 1.00 ------+--+---+---+--+-+-+-~-~------r----r---~--t--r--t-+-+-+----+-----+--+--+-+--1-+--+-1 z | |||
0 1-cr a:: | |||
LU | |||
_.J LU | |||
: 0. 7 5 1----+----+--t---+--+--+-~++-----+---+--+---+-+---+-+-+-+-----+--*--j------f-~>---+---+--1-< | |||
u u | |||
a: | |||
_.J a: | |||
Ir 1-u IJ.J Q._ | |||
(/) 0. so > - - - - - - - - < f - - - - - - + - - - - - - - - r - - -- -- - --------*--*- ----- --------- --- -- ---- | |||
0.25 0.00 | |||
: 0. I 2 2 6 G I0 0 2 6 [l I 00 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~~-----~~~~~~~~--~~- | |||
Lo ad Case: AX!SYMMETRIC GE CO-RASIC ENVELOPL (WIDENED - 15%) | |||
Node: ~~~~~ | |||
59 Direction: VERTIC~ | |||
~~~~~~~~~- | |||
Elev: 283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-307 | |||
PERIOD-SEC. | |||
I 'J 'J ! '.J r, 1 tJ *;I 1 1 1-1 *I -r--i*---,-------i-- --- -----ri-1-1--r-1-r-;--- - , - - - - - - - 1 r-;--r--j--,---i*-,---i----1 I. SO --- --*--* -- ------- -------- --- **---l -- *1- ------*-------------**--------* -- - -- - - - - - - - * - - - - - - - | |||
I. 25 1-----+---+--+--+.--+--1--i-~-----+---~--+---+-+---r--+-T--t-----+---+--<..___. -+--+--!~ | |||
u I | |||
er v-. 1. 00 z | |||
0 t-cr G::'. | |||
w | |||
...J w 0. *75 u | |||
u er | |||
...J a: | |||
Cr' t-u L&.J CL | |||
<Fl 0. 50 - - - - + - - - + - - - + - - - ! - - - --- --- - - - - - - -*-*-t-----+----+--+--t-l--+-+-*H\-~----+11---+-+-4--~,-+-4-I | |||
,__.__ ~ | |||
~1 r,---r-~ | |||
,__~~~ ~r\ | |||
0.25 1----r----r-i--t--t---t--t-++---+--+--+-+--+ill+-+-+~W--..~..::.._-+~~~--4-+--+-+--1--+-l--I | |||
"~-~'\*~ \ | |||
~ ~i--1-+--l-+-...+-J a.oo L__ __JL___l_J__J_llJJJ___=1===~~~=-.Lllll~~_L_ _L_J_J_lJ((D | |||
: 0. 1 2 6 !3 I 0 2 5 B I 0. 0 2 6 B I 00 F=RfOUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~--------------------------~--- | |||
Lo ad Case: AXISYMf.fETRIC 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-398 | |||
-r-- - | |||
PERIOD-SEC. | |||
IU *, ! r_; I, I 0 ,. 1 j-r--j -r-1 r I----, - j r - r - ------r -- -- ---*-11-i-r--1 r -,--,---,------i r ----------- ------- --------- ---- --------------- - - | |||
1 1 1 1 | |||
: l. "iO ------------ *- - - - -------- --- ---- | |||
I. 25 1------r-----t--t---+---t--t-+--+-+----+----t----+---+-~c-+--t-+--------- -------- ------t---+--+---+---<>--< | |||
Ll I | |||
CI U"l J. QQ >-----+----+---+--1--+--+---+-+-*-t--*----1""-~---t---t--+--tt-+-tt--t-----+----+----1-~~--f-I z | |||
CJ I-- | |||
er cc w | |||
_J w | |||
LJ LJ | |||
: 0. 7 5 1----t---+---+---+---+--t-t-+-+------t-----+---+--+--+--- - -t -------- | |||
a: | |||
_J cr CY t-u U.J Q_ | |||
ll1 | |||
: 0. 25 1 - - - - - - - - - - - - - t - - + - + - - + - - + - - + - - - - - - - ~--- - - | |||
: 0. I 2 S !3 I 0 5 !3 I 0. 0 6 [l I DO rnrnurnn -cr<-i Acceleration Spectra for REACTOR ENCL. | |||
~~~~~~~~~~~~~~~~~~- | |||
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 32 Direction: VERTICAL Elev: 333'-0 Dampin~: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-309 | |||
PERIOD-SEC. | |||
I. 25 !----+----~-- | |||
u er z | |||
0 t-cr I | |||
(fl c.c: | |||
w I.DO - - - ~~- - -- - -ll -- | |||
~ | |||
\ | |||
__J w 0. 7 s +------+----+--+---+---+-~--- -- -~ .. ---------1----+--+---+-+--+-+-+--I LJ LJ er i | |||
__J er (t' | |||
t-u w | |||
c.... | |||
Ul s '3 1 0 2 5 !3 10 0 2 6 f3 100 Acceleration Spectra for REACTORENCL. | |||
~----~------------------~------~ | |||
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 12 Direction: VERTICAL Elev: 352'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-310 | |||
PERIOD-SEC. | |||
10 (J ! D C ! o c. | |||
rrr*r r ,- 1 1-r*--;---i-- *r*-- ---.------- ----r- 1-11-;--r --,------. - -r ---- -- 1 l.'10 - ----*-------------- ---- --- _,____,_ -------- . . ---***------- *-*------------ -----,...----- | |||
]. 25 u | |||
I CI | |||
~ 1.00 r----r------t--t--t-t-t-t-t-+---+--+--+-+-+--+-++-+-----+---+--+--+--+-+-+-+-1 z | |||
0 l-a: | |||
Ck: | |||
w | |||
__J w | |||
u u | |||
a: | |||
__J er Cl:'. | |||
t-u w | |||
Q.. | |||
V1 o.so ~---~--+---+-+-+-+-~r+-----t---+--+--+-+-1-t-++---+----+--+-4-+-+--+-+-t | |||
: 0. I 2 5 9 I 0 2 6 g I 0. 0 2 6 O I 00 l="REOUENCY-CPS Acceleration Spectra for REACTOR ENCL. | |||
~~~~~--~~~~~~~~~~~~- | |||
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 6 Direction: VERTICAL ~~~~~~~~~ | |||
Elev: 410'-0 Damping: o.005,0.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-311 | |||
t'tKIUU-Jtl, ID.O I. 0 0.1 0.01 11 I I I I I I I 11 I I I I I I I I I I I I I I I I I 6 | |||
u CE en z | |||
0 tC Ill: | |||
l&J | |||
....J l&J u | |||
u Cl: | |||
....J tC Ill: | |||
u l&J | |||
-~ | |||
CL en rr\ | |||
0.1 2 oL..~~t--_i___1__1_J__uL.JJt__~__J-__JL....J...~~~o | |||
.. 6 a I. 0 2 q 6 0 10.0 | |||
~ 2 | |||
\ l"iiii... | |||
.. 6 0 100 FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE | |||
~----------~----~----~--------------------- | |||
Lo ad Case: AXISYMMETRIC GE CO-RASIC ENVELOPF (WIDENED - 15%) | |||
Node: 7 Direction: VERTICAL Elev: 217' Damping: o.oos,o.01,0.02,o.03,o.os | |||
--------~------~ ------------------- | |||
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-312 | |||
rm !nn ~EC. | |||
IC.r. I ~ C. I o.c* | |||
1'1-r-;-i-**1*--,--,----r-;-**1--.-.-1---r-* .-------.-..,-.,-,---r-r--r-----1 l Q * - - - - - - - - - - * * -*- - *---- - - - -,***-****---- --***-**;* *-*------- -.-* - - - - - - - * - - - - - | |||
2.* ~ t-----~---f-- - -- -- - - -t-----1----1- --- - *- ---1--- --*~i--11-+-+-tH u | |||
I | |||
....l£ ~. !l i - - - - - t --i---1--+---- 1 1-~1---- ,.._--t---l*--t-t*-f-f-l-*t-----l---+--f-li--1--1-+-J-I u | |||
t-c.r. | |||
tc:: | |||
"J u | |||
u I. 'j l-----+---+--+--t-+--l--~-l-+-*---1---- .__ - _,__ - - - *..-*-1*--*i---t--*-+*- - ,_..,_ | |||
a er 111* | |||
t- | |||
,u i:.. | |||
1.0 t-----t--1---1*--t*-+-t-f-f-+----r--+--1-ir-+-~-f-f-+--l~'---t-W--+----'l--~~+-I~ | |||
/\ | |||
C. r, 1---~--+---+*-t--1- (LC 2 | |||
. -~*; | |||
*I | |||
~-I '* I. 0 '* ID. !l fj !I 100 S:R[Ol!fNCY-1 !'', | |||
Acceleration Spectra for _c_o_N_T_R_O_L_S_T_R_U_C_T_U_R_E________________ | |||
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENF.D - 15%) | |||
Node: 7 Direction: VERTICAL Elev: 239' Damping: | |||
-------~ | |||
o.005,0.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-313 | |||
r ...--*-*-* ["" . . ---* ... * -*- - - ------- -r | |||
''f"R!IJ!i*':.H. | |||
I!) r, | |||
:]. ! 0.~I 1 -r*-,----.*--, | |||
I II | |||
,**r j"l""j*** 1 *;--* *r**--** ;**-*-****r j. r*;-,* **1-1:-- *i* **** -*1--***-*--i-'"i I J c 2.!. ----t---il--f-- - - i--- --9-.....-..- | |||
I I | |||
u . I | |||
(.[ | |||
I l.1 | |||
... J ~-*-*----!**-* -* -- -- __ _: __ *-f- ----*--- __ _!.___ ,___ | |||
i i * | |||
=--T. l i | |||
(I" c.:: | |||
llJ I | |||
I i | |||
I u | |||
w C.t I. 'j 1-------+--~-1--..-+~-t------l---*-+-.....--+---1---1-- ~ | |||
----,....--i-!TJ I | |||
I | |||
* I "j j | |||
...I u ! I | |||
..."'u *' | |||
I .I i | |||
oil t.O t----....._-*-41**-"-t-~----- | |||
I I | |||
A---+; i | |||
:i i | |||
I . I I I I | |||
,.. r oJ.' | |||
i - - * - - - - i...---- ~- *--* **--. --.. -.... -- *-*---- - :- ~ ..i_ -** | |||
--~*- | |||
~ \ 1-!-t~* | |||
I !Ij | |||
~~ | |||
: o. 0 -- . *- | |||
2 | |||
~-' | |||
Acceleration Spectra for CONTROL STRUCTURE Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A*3t14 | |||
P~RIOO*SEC. | |||
IC.IJ l.IJ 0.1 I I I I I I I ' I I I., ' I I I I! I I I I I I IJ.!:I u | |||
I z | |||
0 s:"REOUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 7 Direction: VERTICAL Elev: 269'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-315 | |||
rm IOU *SEC. | |||
10.0 1.0 0.1 o.a 1r*rr1T111~1--r1----T1-----r1----------r111,111rr1-r1--r1--i1r----r1--------__:r1r1~1T1~1r--T1-.,.1----T1-----.- 1 ----------:: | |||
I I 5 | |||
u I | |||
a: | |||
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QL---------~2-------L--:~"'-:!l-L--:1-1...L.---------~---'-~...:::!:::::r.:::...LLLL_____...l__ _.J__t_--1.._J_.LJ._LI 0.1 'I 6 e I. o 2 'I f; 0 2 'I 6 8 10.0 100 FREOUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 7 Direction: VERTIC~L Elev: 289' | |||
~------------~ ------------------------------------ ------------------------------------- | |||
Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-316 | |||
P~R:OG-SEC. | |||
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~~---!----1.--7---'-7-~..J.....L----~~--=::::-~~-=-~~r'"f~r~1-----L--...!__--L-L..L...JLLLJ | |||
-I r, 'i 100 Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 7 Direction: VERTICAL Elev: 304'-0 | |||
--------- ---------------~ | |||
Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*317 | |||
PERIOD-SEC. | |||
10.0 I. 0 0.1 0.01 II I I I I I I 11 1° I I I I I I II 11. I I I I I I l.O r-----,---,--.--,-,-rr,..,.------.---,.-,--r-.,.-,rrrr--~--r----r--T"-~.--.---: | |||
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u a: | |||
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--------------------------------------------~ | |||
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) | |||
Node: 7 Direction: VERTICAL Elev: 332' Damping: o.oo5,o.01,o.02,o.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*318 | |||
PERIOD-SEC. | |||
I 0 'J 1 G 0 1 0 O! | |||
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 | |||
: 1. so ---- | |||
l.J I | |||
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O. I 2 LJ 5 f3 I 0 2 LJ 5 O I 0. 0 2 LJ 6 B I 00 FREQUENCY-CPS Acceleration Spectra for REACTOR 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A- 319}} | |||
Latest revision as of 13:04, 19 January 2022
Text
{{#Wiki_filter:MODE No. 27 FREQUENCY= 18.39 Hz PARTICIPATION FACTOR= 27.28 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-160
t .... J MODE No. 29 FREQUENCY= 29.86 Hz _T PARTICIPATION FACTOR = -10.40 t-' _r _r LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-162
- J MODE No. 34 FREQUENCY= 74.39 Hz PARTICIPATION FACTOR= 7 .82 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE MODE SHAPES FIGURE 3A-163
I I MODE I FREQUENCY I PARTICIPATION No. I (Hz.) I FACTOR I I I I 1 I 14.20 I -4.04 2 I 24.75 I 1.59 3 I 37.67 I -0.0003 4 I 47.39 I -1.04 5 I 48.03 I -0.0001 6 I 68.63 I -0.00005 7 I 73.01 I 1.77 8 I 78.53 I o. 71 9 I 82. 70 I 0.59 10 I 94.42 I -0.00007 11 I 99.84 I -0.31 LIMERICK GENERATING STATION UNITS 1AND2 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 1AND2 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 1AND2 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 1AND2 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 PARTICIPATION FACTOR= 1.77 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE VERTICAL LOCAL FLOOR MODEL MODE SHAPES (EL. 269'-0") FIGURE 3A-168
PERIOD-SEC.
- 10. 'l I 0 0 I 0 01 1 11 1 1
~-~-~r---.~r-,.--r-r-.-..-~~~.-~.-~-:---,.-~,-,-.,--~~__,..~_...~~~'--.--.-~.I 1 1 1 I 1 I I I I I I I I I I I I ' I I I.SO
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- 10. 0 100 i:-REOUENCY-CPS Acceleration Spectra for REACTOR ENCL., 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-169
PERIOD-SEC. I0 G fJ
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Node: ~~-2--~- Direction: N-S HORIZ Elev: 201 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE '3A-170
PERIOD-SEC. 10 0 l Q ~ I a r:; ! l'l'T---, I ' - - - - - , - - - -1 11""1-r r - - i--,------1~ 1 ' 1 1 1.50-L) I er (/"I
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- 0. I I 0 100 FREQUENCY-CPS Acceleration Spectra for REACfOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: 3 Direction: N-S HORIZ Elev: 217'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE .3A-171
PERIOD-SEC. l 0 ') 1 fj 0 GI I I I I I I I I
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- 0. I 10. 0 F"REOUENC Y -CPS Acceleration Spectra for :REACTOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: 4 Direction: N-S HORIZ Elev: 239'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-172
PERIOD-SEC.
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Acceleration Spectra for REAC'fOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 5 Direction: N-S HORIZ Elev: 253'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*173
PERIOD-SEC. 10 0 I 0 0 I O 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.SO .-~~-.~-.~.-.-.-r-.-,-;-~~~-r--~.--,--.-.--.--r-.-,.-~~--,-~-,.~-.-~-.-~-.- L.J I er (fl I. 00 z a t-er Q:: w _J w 0.75 u u a: _J a: CY t-u w Cl.. V) 0.50
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- 10. 0 FREOUENC Y-CPS Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: 6 Direction: N-S HORIZ Elev: 269'-0 Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE.GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-174
PERIOD-SEC. u I er I. 00 - -
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Node: 7 Direction: N-S HORIZ Elev: 283'-0 Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-175
PERIOD-SEC. I 0 Ci I 1 C: !* f) 'j? 1~r~1-r--,----~*--j--l-j--I I I ~,-j-lJ---,---..-,---j I. SO -------- - - - - - --r-***-------- ------- - - - r---~~-~--------,-------r-*-~~~ L) I a: (fl I. 00 z -a: 0 I-er w _J w 0.7S w w a: _J a: fr"' I-w w CL Vl a.so D. I 2 5 £l I 0 2 5 6 2 6 8
- 10. 0 100 l='REQUENCY-CPS Acceleration Spectra for REACI'ORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: Direction: R-S HORIZ Elev: 304'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-176
PERIOD-SEC. 10 'J I. 11 -1 T-- I so -------------------
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Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 9 Direction: N-S HORIZ Elev: 313'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-1n
PERIOD-SEC. r--------,.--,----- --- ----.-------------- - - -- G l 0 ' ' I l j I j 1---- 1 ** - -j- - . I j f j - , - j T - j -----T- -------/Tll--1-,-j_T___ 1- i I. 50 *-----~-------- 1 I L) I er l/1 ). 00 z 0 t-er Ct'. w _J w 0.75 LJ LJ er _J er Cr' I-LJ w (L If) 0.50 2 r:; S I 0 2 G '3 I 0. 0 2 fi B I 00 Q I FREOUENCY--CP5 Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE ,,. Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 10 Direction: N-S HORIZ Elev: 332'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-178
PERIOD-SEC.
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PERIOD-SEC. j,--j-T - j---i-- - I--r-----,-----'i'J-,--l---r-j*---,------j1*-~jT-j--I ---i-----1
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FREOUENC Y-CPS , , I f
! ( i I Acceleration Spectra for REACTORENCL., cbNTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: ~~1_2~~ Direction: N-S HORIZ Elev: 410'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-180
PER I CD -SEC. IC G I a C ! Q Cl
.~.~.-.--.~~-.~.---~~,~~~.--,-r--,~~.-.-,~-1~-.-,~~~-,-r--,-,.--,--.-,~l~~,~--r,~~__;_,
u I er ....... ). 00 z D I-c.r CZ::: LIJ
.....J Ll.J LJ 0.75 u
er .....J er CY I-u w CL. VI 0.50 Ar-....., J?b '--l u=H. IQ,, I:=:~ o.oo L~~-2L~L111lUL~~J_J
- 0. I 'I r, '3 I 0 2
__ LlLUJJ~~~~~I~~JJ1:rJ
'I r, '3 I 0. Q 2 ~ r, B I 00 FREQUENCY-CPS
.Acceleration Spectra for REACfORENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%)
Node: 1 Direction: E-W HO~IZ Flev: 177'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-181
P!::R ! OD -'.JEC. 10 c I 0 0 1 !J. C? 1 1 0 0 I I I I L) I er ...... I. 00 z 0 I-u: u:: w
....J uJ w 0.75 u
u:: ....J a: Ct" I-u w Cl.. V'l 0.50 0.25 r-~~-t-~-t-~t--+-t-i-t-++~~~+-~-+--+--+-+-+-+4+-~~--+~--l~~-+.--+-..i-+-+-I 1
'r-l 2 r, 'J 10. c 2 6 8 100 FREQUENCY-CPS Acee lera ti on spectra for __R_E_A_cr_o_R_E_N_C_L_.£-'_c_o_N_T_R_O_L_S_T_R_U_,C_T_U_R_E_ _
Load Case: KWU SRV ASYMMETRIC ENVELOl>F. ft.rT"FNED - 15%) Node: 2 201 '-0
--- - - Direction: E-W HORIZ Elev:
na~ping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-182
?O_C I C
- n
..J
~*
v. 1 1 I I I I I I I I I I I I I I I I I I I I
- l. so
- l. 25 1 - - - - - + - - - + - - + - - - - + - + * - + - + - + - - t - - - - - - + - - - - + - - +--+-+-+--t--t-+-------4----l--+--+---+--~~
u I c.r (."I
]. 00
-z 0 ~ I-er er: w _J w 0.75 u u a: _J c.r Cr' I-;- u w CL. ifl 0.50 0.25
~--.
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Jr--, L_LllllUL__J__J!!!!!!!LlLU~~~=~::='.I~~LJj~1~~~j l 0.00 L___2 'i 'l I 0 2 2 9 a.1 'i 'l 10 0 !i 100 FREOLJENCY-crr) Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 3 Direction: E-W HORIZ Elev: 217 '-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*183
Prn!co-~Ec.
!C'.:.: IC c'1 ~.C1 1--r"'.1-,-,l--,---:-l~~.~--:-,~~~-r-,.--,-r~,-.-,~~,~-r-,~~-,-.--.,~.-,~.~,~~,~--.,~~__;_,,
I.SO ,.-~~--,~--,~-.-~-r---.---r~~~~~-.--~--.-~-.---.-~~~-,-~~___,.--___,,__~~ I. 25 u I cr: ..11 I. 00 z D er: CE: uJ _J IJ.J u 0.75 u a: _J er: CY u LLJ CL iJ') 0.50
- 0. 00 1
2 I') '3 1 0 2 La. ~_JLJL_lllUJJ~~~l ijJJlU~~~:f:==!~b~,..-~-~~ Ii '3 10. G 2 6 9 100 FR EO UENC 'I' - CP' i Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%) Flev: 239'-0 Node:
- - - Direction: E-W HO~IZ Dampin~: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-184
P!::R!CfJ-'.JEC. lC G I C C. ! ........... n "' i I I I I I I I I I I I I I I I I I I I I I I I
]. 5 0 ,----.,..----,..---...-..,----.,--,.-.----.-------.---.,..---.---.,..---.--- - ---~---~----- - - - ---
J.25 1-------+---+--t----r---t--t-+-+-+-------+---+---+--+--t--+--+-t--+-----+---+--+--+--t-+-+-+-f u I er ~--.
]. 00 z
D ~~ I-er c.:: uJ _J uJ 0.75 u u er: _J er: Cl"' 1-, u UJ CL U'l 0.50
- 0. 25 f-----+---+--~+-+--4-+--+-+----------l~---------+---+-+-+--+-----+---- -* --+-~-+-+--+--1-1
.EB.
0.00 L~J__lJ_lJ11JU_~_l___.L..LLUU1~~~~~~
- 0. I 2 ~ r; '3 I 0 2 ~ r; '3 I 0. 0 2 ~
~~
6 B I 00 FREOUENC Y -LPri Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%) Node: 5 Direction: E-W HO~IZ Flev: 253'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-185
PER I OfJ -SEC. 10 G I 0 C. l () "' J. so'.-- ' 1 _ . _ ,-.---'-'--*~-'~-~-*_'_._,___ ' - '-*-_,--'-.-'i---:--.-,-,r-:----.----~-,---.,.--1..---...-~1
). 2S u
I er "'., ). 00 D z I-er c.::: w .....J w 0.7S LJ LJ a: .....J er Ck' I-(.J w CL iJ') a.so
- 0. 2 S r-----t-----t--i--+-+--+--l-+-+----4----+--+.---+-4--4---1-i--i-----------+------4--___._---- ~~I Jr=.~
o.oo L__l_l_LlUlll__~L~1JJJ1Ll~~~~~5=~~.~d:::b:b:U~
- 0. I 2 ~ f.i 5 I 0 2 ~ '1 5 10. 0 2
. 6 8 100 Acceleration Spectra for REACfORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%)
Node: Direction: E-W HORIZ Elev: 269'-0 Damping: O.OOS,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-186
PERICO-SEC. 10 c 1 0 0 I i I I t I I I . I I
' I I t I I I I I I I u
I er:
- 1. 00 z
0 t-er: c.:: w _J w 0. 75 u u er: _J er Ct' t-, u w CL. (J') a.so 0.25 0.00 O. I 2 i; '3 I 0 2 Ii '3 10. !) 2 fi B 100 FR EO UENC Y - CP ri Acceleration Spectra for REACfORENCL., CONTROL STRUCTURF. Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 7 Direction: E-W HORIZ Elev: 283'-0 Damping: o.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-187
IC C t 0 C 'I 0 Ct i I I I I I I I 'I I I ' I I I' I I I I I I I I I. so
]. 25 LJ I
CL
]. 00 z
0 t-CJ: ~ w _J IJ.J u 0.75 - u CJ: _J a: Cr' u w CL VI 0.50
- 0. 2 5 - - - - - + - - - + - * - - ~*-- -- ~- ~ --t-+---+---t---t---f--+-+--+-+-+-----1---1--+--+--+-+-+-+-I F REG UENC '( - l P 'i Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDFNED - 15%)
Node: 8 Direction: E-W HO~IZ Flev: 304'-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A*188
Pt:RICD-SEC. 10.C l c 0 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 u: I. 00 z
-u:
0 I-c.:: w _J w 0.75 u u u: _J a: Cr' ,t-u w CL. a.so 2 Fi 13 100 FREQUENCY-CPS Accelera~ion Spectra for REACfORENCL., CONTROL STRUCTURF. Load Case: KWU SRV ASYMMETP.IC ENVELOPE (WIDFNED - 15 %) Node: 9 Direction: E-W HO~T7. ~lev: 313'-0 Damping: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-189
PtR ! 00 -SEC. IC S I C 0 l .v. (ll I
',~-'~-'-*r--'-.~r-11-.-.-. . .*-'~'~-.'~'-.-'-:--.'---c-.-7'""~~~--...----,.--.---'---.---,-....---.'
I I I I I I I 1.50 . u I er ....... 1. 00 z 0 I-er c.i:: w _J l.J.J u 0.75 u a: _J a: Cr' I-u w c.. 0.50 ii) Q. 25 t-----t---t--r--+--+-t-t-++---4--.+---+.~--i--+-+..-i-4--------l.--....J.*---- ~~--+-~-+-I 2 6 B 100 FREOUENC Y-CP~J Acceleration Spectra for REACTORENCL., CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Elev: 332 '-0 Node:
--- 10
- - Direction: E-W HORIZ Damping: O.OOS,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-190
PER !OD -SEC. IC G I C c 1 c "' I l I T I l I T I
- 1. 25 u
I u:: """ I. 00 z 0 u:: Ck:: UJ
...J UJ w 0.75 u
a: ...J u:: Ct' u UJ CL. (J"J 0.50 r, '3 JO_ Q 2 fi 8 100 FREOUENCY-CP'i Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: KWU SRV ASYMMETRIC ENVELOPE (WIDENED - 15%) Node: 11 Direction: E-W HORIZ Elev: 352'-0 Dampin~: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-191
PER !OD <.iEC. 10 ~ I 0 0 t* *o Cl I I I ' I ' I I I I 1 I I I I I I I I. so I. 25 (_J I c.r I. 00 z -c.r 0 t-c.::: l.JJ _J w 0.75 u u c.c _J u: Ct' t-u w CL.. V'I a.so 2 !i 6 100 FREOUENC'f-CP'J Acceleration S.pec tra for REACTOR ENCL.* , 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, SRV ASYMMETRIC FIGURE 3A-192
PERIDD*SEC. 10.G I 0 0.1 !J.Ol r,1-1,-,-!~1r-r1~~1--,!,--~~I~~~~,~1~1~1-.-!-.-I-.--,~~l~-,--!~~~~,~1~1~1.--.-1-.--!~1~~,~--..l~~----.I I H l.J I er IJ)
- l. OG z
0 I-a: a::: IJ.J _J IJ.J w G 7S u a: _J a: a:::: I-u IJ.J ~ Ill G r,o
...-=:-.. = ...
L___l~l--:LLUlli~~~l--LJJJ~~~~===t~~=r~+/-t-~-d~d C. GG 0. 1 2 4 fi 6 I. 0 2 4 8 2 6 8 Fi 10. 0 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~---------------~~-
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node:
- -159
--- Direction: VERTICAL Elev: 177' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPOfiT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A*193
PER! OD -'.°.JEC. JOG I 0 0. l G.GJ i~!-lr-r-'~,--,.,-,-~,--,--~~,~,~~~,-.--,,-~,.--,---~,.----,~,~l~!~i-,-- 1 ~1~~,~-.-,-----,1 u I a: . .n l . OG f----+---+--+----+---~-+--+-+-----+-----+----+---+--+---+-+-1--4------+--4--4---4-4-+--+~ z D t-a: CJ:::'. w _J w C IS 1----~--+--+--+-+---+-+-+--+----+--+---+---+-+-+-+-+-+------+---+--+---+--+--.+-+~1 LJ LJ a: _J a: O:' t-LJ Ll.J CL (/") 0. r,c 1----~--+--+--+-+---+-+-+--+----+--~--+---+--+-+-.+-+4-----+---+--+-4--+-+-+-+--1 (I. GG L __L_l_LU_lilL__L..J!!!!!!!!!!!!~~~flr=__l__L_LLUJJJ
- 0. I 2 FREQUENCY **CP:i Acceleration Spectra for REACTOR ENCL.
-----~------~-~-----
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node:
- -154- - - Direction: VERTIC\L Elev: 177' Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-194
PtR ! oo -stc.
! 0 C. I 0 0. ! 0 O!
i 1 !1 1-11 1. -J,.---,.--1--_:_-r-T"'I,*~I~,~I~~,-~!- -
. 1 i_,!-,l--y!--,l----,!--,ir-.-,,,..,-.-,.-,i-..-
u I a: ..n 1. OG z D ~ I-a: et=: w _J w G 75 w u a: _J a: er I-u w Cl.. VI 0. r,o G. ~S i------t---t--t-+-t--;-t--+-+---+---+--+--+-+-+-+-+-+-----+-~--1-_J._..-1--1-1.-Ll
- 0. GG L~LUllillL_l_llJ~~~F-5.~~~k--l~~~-+/--+/-+/-Jd
- 0. I 2 4 Fi g l. 0 2 Fi 8 l 0. 0 2 4 fi 8 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
--~~--~~--~~~--~------~--
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Direction: Elev: 201' Node:
- -128--- VERTIC~L Dampin~: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-195
J:' !-. R ! 0 0 '., f l .
- 0. 0 I C Q C!
l~T-T-1-.--~, ----,--i""'"I-.,..- I I I I 1 rJo ' - * - . . - - - - - - - - - ------,---,--,..-- -- - ... * - * - - - - *--.......---- ----~~-~
- t. H L)
I c.r: VJ I. GC z D I-a. a::: w _J w LJ G 1:., LJ a: _J a: CY I-u w CL V) 0. r,o
- 0. I 2 fl g I 0. Cl 2 4 Ii g I 00 F R EQ U E NC Y - L P '.°>
Acceleration Spectra for ~REA~-CTO~~R_E_N_C~L-*~~~~~~~~~~~~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node:
- -130
--- Direction: VERTICAL Elev:
-201' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-196
Pt.R!CIO '..Jt. L .
!O G I D 0 ! 0.0!
r I I ! I I I I
---------, I I I I I I I I I I I I I I l l I, r~o u
I er V1 I. OG z 0 t-er: 0::: LiJ _J w C. "IS u \ u er _J er Q:'.'. t-u w CL r.n I), r,0 D. ~S t-----t---+-t-+-+--1-+-++----+--+--+---+-+--+-++-+------+--4--4----l-4--~-U 2 fi 5 10. 0 2 4 fi 6 100 FREQUENC Y--CPS Acceleration Spectra for REACTOR ENCL.
-------~---~--~----
Lo a rl Case: K~m SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Elev: Node:
- -106
--- Direction: VERTICAL -217' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A*197
Pt:.f\!UO SEL. 10 C I 0 0 l '.J 01 j 1 I 1 I -r- I 1 -- - - ---*--ljl_j_T --r-r--J --~--j-,-j-Tj--,----,-- -,-- --- r------, I H l..) I er lfl
! cc.
z D -~ t-er: a:::: lJJ _.J w ,- u *-' "/'.; u er: _J cr CY t-w w CL V1 c r.n 11.1 C1 .r c ~~G L _ _-J.._ __L_J__J__L_LJ_l_L__ __L_~~~~~f=i_u__ _ _L _ _L_L_J_l_ljJLJ o_ i 2 4 r; 5 I 0 r, g I 0. 0 2 4 6 B 100 FREQUENCY-LPri Acceleration Spectra for _REA __cro ___R__E_N_C_L __ . --------------------~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) F.lev: Node: 108 Direction: VERTIC\L
-217' Damping: O.OOS,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-198
Pt:R!OO ~EC.
- o G I 0 0 ! ::J. GI f ! I I I I I I I ! f T I : 1 T I I I! I I I I I
' I I I rJo
(...J I cc (/'I I. 00 0 z I-cc Q:: w __J w G 15 u u cc __J cc Ir I-u w (L VI 0. r,o 4 fl g I. 0 6 g 10. 0 2 4 6 B JOO FREQUENCY --lP~i Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~--~~~-
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: _ _ 10_4_ _ Direction: VF.R'fICAL Elev: 239' Damping: o.oos,o.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-199
! u _, 1 lJ () l i -, -;- - 11*--r-~,- r I
- 1. r,c --*---~----- ----- --~------~------- ---- --- --------~-~-..----,-*-r----..-~
l H u I a: V'
- l. 00 z
0 I-CI CJ'.'. w _J w u 0. IS u a: _J a: Lr' I-u w Cl_ (fJ G. r,o Ci ~~ r----+--+--t--t--t-+-i-t-+-----+--+--+-~-+-+-l-+-+------+---+--+--4---+--+-4-+-t C.. OG
- 0. I 2 5 g 1. 0 2 6 g 10. 0 2 6 8 100 FREOUENC Y-*CPS Acceleration Spectra for REACI'OR ENCL.
~~~~~~~~~~~~~~~~--~~
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Elev: 253' Node:
- - - Direction: VERTICAL Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-200
PE:.R!OD '.JEC.
!O G I Cl 0 ! 0 Cl
--,~I~ 1 ~1-.--
1 -1.--~!~~,--.-1*~~~~,~,~,-.,-,-l~'--1-~!~~l~~-l I .,, u I ...a:, z 0 er Q::: w _J w c ., r.., t-------+---+--+--+--+--t---+-+-+----+---+---+--4--+-+--+--+--+----4-~---+--+---+--+----'~ u u a: _J a: er u w CL U1 c. r,o r----r---r--t---t--f--1--t-+-+----+---+--+--+--+-+-+-+-+----+---+--+--J---+-+-+~
- 0. I fi 8 10. 0 6 8 100 FREQUENCY-CPS Acceleration Spectra for REACI'OR ENCL.
Lo ad Case: KWU SRV AXISYMMETRIC F.NVELOPE (WJDF.NED - 15%) Node: Direction: VF.RTIC~L EJev: 253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-201
._f\ ! JU :.LL.
- u '; ! lJ 1 1 -r*-~--,-,--- -,--------,- i,---i ** r-~---, --,--
I 'JO ---~---,**------.--,---.--------*--- *-----,.--~-~------ -----*-- ---~-~-~~~ l~ I a: (J'l I. OG z D I-er ~ w _J w G. 7S u u a: _J a: er I-u w CL fj) o. r,o ----- -- O.GG ~--
- 0. I 2 5 !) I. 0 2 6 !3 I 0. 0 2 6 6 !DO FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~----~~~~~~~~~~
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Elev: Node: 77 Direction: VERTIC\L
-269' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL,SRV AXISYMMETRIC FIGURE 3A-202
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---------------~--~~--~~--------
Lo a rl Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 58 Direction: VERTICAL Elev: 283' Dampinr: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A*203
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Load C2se: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 60 Elev: 283'
--- - - Direction: VERTICAL Dampillf.: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3,A-204
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Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 35 Direction: VERTICAL Elev: 313' Dampin~: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-206
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~~-~~~~~-~~~~~~~-~~
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: Direction: 313'
- - - VERTIC~ Elev:
Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-207
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- - - Direction: VERTICAL Elev: 333' Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-208
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~-R_EA Cf_O R_E_N_C_L_.______________________
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 33 Direction: VERTICAL Elev: 333' Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-209
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Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (\HDENED - 15%) Direction: VERTIC~L Elev: 352' Node: Damping: o.005,o.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-210
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~------------------
Lo ad Case: KWU SRV AXISY~ETRIC ENVELOPE (WIDENED - 15%) Node:
- - - Direction: VF.RTIC~ EJev:
-352' Damping: o.005,0.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-211
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-------~-----------
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node:
- -129
--- Direction: VERTICAL Elev:
-201' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-212
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- -107--- Direction: VERTICAL Elev: 217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-213
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Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) EJev: Node:
- - 80
--- Direction: VERTIC~L
-253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-214
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~~~~-~~~~~~~~~~~~~~
Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node:
--- 59
-- Direction: VERTICAL Elev:
-283' Damping: o.005,0.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-215
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~~~~~~~~~~~~~~~~~~~
Load Case: KWU SRV AXISYMM~TRIC ENVELOPE (WIDENED - 15%) Elev: Node: _ _3_2_~- Direction: VERTICAL -333' Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-217
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___R __E_N_C_L_.______________________~ Load Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 12 Direction: VERTICAL Elev: 352' Damping: o.005,o.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-218
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Acceleration Spectra for _REA __CTO __R_E_N_C_L_*~~~-------- Load Case: KWU SRV AXISYMt-fF.TRIC ENVELOPE (WIDENED - 15%) Node: 6 Direction: VERTIC\L Elev: 410' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA VERTICAL, SRV AXISYMMETRIC FIGURE 3A-219
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~~~~~~~~~~~~~~~~~~~~~~~-
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAT, Elev: 217'
~~~~~ ~~--~--~--~- ---~----~~~~--
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-220
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--~---~-------~---~------
Lo ad Case: KWU SRV AXISYMMETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Elev: 239' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-221
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Node: 19 Direction: VERTIC~L Elev: 254' Damping:
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0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, SRV AXISYMMETRIC FIGURE 3A-222
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Load Case: KWU SRV AXISYMM'ETRIC ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Elev: 269 '-0 Damping: 0.005,o.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL. SRV AXISYMMETRIC FIGURE 3A-223
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Node: 1
-- - - - Direction: HORIZ N-S
----------- Elev: 177 '-0 Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-227
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Node: 2 Direction: HORIZ N-S Elev: 201'-0 I Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 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
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Node: 3 Direction: HORIZ ~-s Elev: 217'-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A*229
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Node: 6 Direction: HORIZ ~-s Elev: 269'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-232
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Node: 7 Direction: HORIZ ~-s Elev: 283'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-233
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Load Case: CHUGGING GF.700 SERIES ASYMMETRIC ENVELOPE (WIDENED - 15%) Node:
- - - Direction: HORIZ N-S Elev: 304'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-234
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Elev: 332'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-236
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Elev: 352'-0 Dampin~: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL* STRUCTURE GLOBAL RESPONSE SPECTRA, N-S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-237
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Node: 12 Direction: HORIZ N-S Elev: 410 '-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, N*S HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-238
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Node: 1 Direction: HORIZ E-W Elev: 177'-0 Damping: o.oos,o.01,o.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, CHUG *ASYMMETRIC FIGURE 3A-239
f'::R!OD *SEC. IQ 'J ! Q a. 'J ! r I I I I I r I I I! I 1 I I I 1 I
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~REOUENC Y -CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASTI-iMETRIC CHUGGING GE 700 SERIEf. ENVELOPE (WIDENED - 15%)
Node: 2 Direction: HORIZ E-W Elev: 201 '-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-240
ri:R I OD -SEC. I 0 <; l IJ Q S! I I I 1 I ~,----I--~-lfjl I 1 I I L) I er "' 1.00 1-----+---+--+--+-+-t-+-++---+--+--+-+-+-+-++-t-------t----t--r---t--t-1-T-t-I z 0 t-er a:: w _J w 0. '75 l----+---+--+--+-+-+-+++---+--+--+-+-+-+-++--+------+---i---t---tt--r--t-t-t-1 u u er _J ri-- er lk" t-u LLJ 0.... /,.._, ..,.., 0.50 1-----+---+--+--+-+-t-+-++---+--+--+-+-+-+-++--+-----+---t--+---tt--t-ttt--t-I I '
~REOUENC'r-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIEf. F.NVELOPE (WIDENF.D - 15%)
Node: 3 Direction: HORIZ E-W Elev: 217'-0 Dampin~: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-241
P':_R!OD*SEC. 1.25 1-----+---+--t--+-t-+-+-+-+----+--+--+--+--+--+-+-++----+--4-+--+-----+--"--'--+-l L.J I cr I./) I. 00 z -a: 0 I-er w _J w 0.75 LJ LJ CI: _J cr Cr' I-LJ w I./) a.so 0.25 r-----r-~-+--t--+-t-+-+-+-+-~~-+--+--+--+--+--+-+-++----+--4-4--=-=+-+-+-+-+-1 2 6 B I 00 l'"REQUENC Y-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 4 Direction: HORIZ E-W Elev: 239 '-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-242
P'::R!OD*SEC. 1 f) s ! I) c '"'1 1~--i--r-,--~--1 ----.-,-,--.,-,-.,-,---.,--,----.,----,--.i-,-.-,-1---.,--1-,.----.---1--- u I er Vl
- 1. 00 z
-a: 0 t-a::: w
...J w 0. *75 u
u a:
...J a:
er' t-u w Cl. Vl 0.50 I,..---. J'--\ Acceleration Spectra for REACTOR _EJU!L., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 5 Direction: HORIZ E-W Elev: 253'-0 Dampin~: o.005,o.01,o.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-243
Pl'.:RIDD*SEC. IQS ~lJ S! OS!
,-r-
,,~,~,-..--,-,~-.--,---,~~~~,-,-r,~,-.-,~,--.-,~~l~-,-,~~~-,~,-,-,.--,,----,-!~1~~,~--.,~~~]
I. so
]. 25 Ll I
er V1
- 1. 00 z
0 I-a: a::: w ..J w 0.75 u u a: ..J a: Ct' I-u l.LJ CL V1 0.50
~=:::? ~ ....
0.00 L_~~_L~......L~1-....!.._LJ._J_.LL~~~.l_~..L.._!_--1._L..J_.!...J:~~==--12~-.J.~..1__....L_l_Ll....l..J
- 0. I 2 4 5 8 I 0 2 '4 5 8 I0 0 4 6 B l 00 Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIEf. F.NVELOPE (WIDENED - 15%)
Node: 6 Direction: HORIZ E-W
~~~~~~~~~~
Elev: 269'-0 nampin~: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-244
P1:R!OD *SEC. 1Q ':; 1 IJ n 1 IJ "1 l'IT""--i--~-,-*-1-----,.-i---r-J'ri----:-,-r.-~,:---.--,---,-.-- 1 1 .,.,:--,-,.---,-,-..---,--.1-- - - , J. so ~-----~--~~-~-------,---~-~~-~,,- - - - - - - - ---~-~~ u I er V'I J. 00 z -er 0 t-a:: w _J w 0. 75 u w er _J er er t-u w Q.. ll'l a.so o oo ----'--*---------~ -~-- --- -~-- ----- ._ _L_l__L_l_L..LLL~~~=r:=-__L_JLLJUJJ:i
~~
// .'\,
. O. 1 2 -I 5 G I 0 2 Lj 6 !3 2 Lj 6 B 10 0 100
~REOUENCY-CP"i Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIE~ ENVELOPE (WIDENED - 15%)
Node: 7 Direction: HORIZ E-W Elev: 283'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A*245
P':R!OD -SEC. II) Cl ! 0 'J ! 1-11 r - j 1*--r- --, I I I I I I ! j-------r I l.SO ~------n I..) I er (fl
]. 00 >------ -z I
-a: 0 t-I er::: w __J w u u
- 0. *75 er
__J er Ck' I-u w Q.. (fl 0.50 o.oool__ t ~~-2l_~L_-4l_l__5LJ_GLl1l_o~~-2l____J___~l_.l_l5J_gJ_1J10~_~0~~!2~~~~~~~6d::+/-BJd1~0
*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 Elev: 304'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A*246
Pi:RIOD*SEC. 10 s 1 0 G ! 0 S! 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 l..) I er Vl
- l. 00 z
0 I-er a:: w .....J w 0. *75 u u er .....J er Ck" I-u w Q.. Vl a.so
~REOUENC Y-CP",
Acceleration Spectra for REACTOR ENCL. , CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 9 Direction: HORIZ E-W Elev: 313 '-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-247
P'::RIOD-SEC. 10 a 1 a s ~ 0 s! 1-,-t--I I I I 1 I --,-iii' I I I . - - - - - : - - 1T"J-:-,-,,r-:-1--.-,-,-,--r-,-~,---j
- l. so - - - - - - - - - - ------ ---------------~----~~--r--:--.----.-r-----,-----r-----,---,-!--..--~
I u I er V'I I. 00 z 0 I-a: ci::: LL.l __J LL.l u 0. *15 u a: __J a: er I-u LL.l ll. V1 0.50
--=~
0.00 L_~~t2~__l._J_JLJ_J_ll.L_~~J_~J__J__J__L1Jll.-:=:.:~~~~~~~~JjLJ 0- I 4 G g I .0 2 4 6 g I 0 _0 2 4 6 B I 00
"'REOUENCY-CPCJ Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIE~ ENVELOPE (WIDENED - 15%)
Node: ~~~~~ 10 Direction: HORIZ E-W
~~~~~~~~~~
Elev: 332'-0 Damping: o.005,o.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND-CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E*W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-248
P~R!OO *SEC. 10 '.) ! I) I I I r I I I I I I 1 I 1 I - , - - - - I- , - - - i - - - 1
- l. so ~-----~--n LJ I
er 1/1 J. OD z 0 t-er Ck'. IJ..J _J w D. *75 u u er _J cr: Ct' t-u w CL 1/1 0.50 0.25 1~---t---+--t---t-*t-+-t-+-+----+--+--+--+-+-+-+-+-+----+---+--+--+--+-+-+-+-1
"'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 Elev: 352'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-249
r~~R I 00 -SEC. 10 'J ! Q c ' 0 'JI I I I I I I I I I I I I I I I I I ---r----,-i~-r- I I I I.SO ~~---~~-.-~--,,~-r---.-~~------.~---,~--,-~-.-----r--.~.--~~~~-,-~~..----.-~~ 1 L) I a: l/1
- 1. 00 z
0 I-a: Cl'.'. UJ _J w 0. "15 u u a: _J er O:' t-u LLJ Cl. l/1 a.so 0.00
- 0. I 2 5 g I 0 2 6 B 100 JOREQUENCY-CPS Acceleration Spectra for REACTOR ENCL., CONTROL STRUCTURE Load Case: ASYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%)
Node: 12 Direction: HORIZ E-W Elev: 410'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE GLOBAL RESPONSE SPECTRA, E-W HORIZONTAL, CHUG ASYMMETRIC FIGURE 3A-250
PERIOD-SEC. 1c s ! fJ .. ' IJ ~ !
;*-*1,--i--,--I --,-----i*------T-j*-.--,1-,-~ I l~*-,----,----..,--T---
1 1 1
- l. 50 r----.~-r-;--.-~1-;-r;--~--,.---;--,-~-.--:-,-7.----.---,---,.---,-~-,--~
u I er
"'" I. 00 z
-er: 0 I-c.::: w _J uJ 0.75 u u er: _J u: Cr" I-u w CL. ......, 0.50
.. = =t:::::
,c::==~
~ ::..---
0.00
~
2 'i ') !. 0 2 r, '> 2 s g
- 0. 1 10.C 100 r: RE 0 UE NC Y - CP ~i Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 159 Direction: VERTICAL Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-251
PERIOD-SEC. l'J r~ ! IJ 0 ~ Q ':,? 1- 'i*- r*-ii----;- --,-------,----- -----r--;-~--r***-1--,*--1--*---r----1-.--1~-1-....,-,--1 --1---i I. SO -------..-------- ---------- - - - - - - - ----------.--~-.---.-r-.------,-----.----~~-- u I ([ z 0 l-a: U::: UJ __J UJ u u a: __J CL Cr" 1-u UJ [L ....'"l 0. 50 _ _ _ _ _._____ ~-~- - --- - *-- --------t-----t--+--+---+-+-t-+--t----~----1--1--+--~-+-+-l r~~=:
.f:..~.......--.-~ ,.1I f
I
~(/~~
0.25 r-----t----+-t---+-t--t-+-++----+---t---+--+-+-+-+-++---~---1-----411-...J.-....j..._:l.LJ_--l--.J
~,,:--~~ll '
L....o,..~ -
- a. oo .____ _ ..____.___.___,___~__.___.____._ _____L_...l..-..d:d~~TI_L_ ___J_ __J_J__L_Ll_l__Ll 0 I 2 ~ r-i '3 I 0 2 r.; '; JO. 0 2 fi 9 100 l=REQUENC y-er~,
Acceleration Spectra for __R_E_A_Cf_O_R_E_N_C_L_.________________________________ Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 154 Direction: VERTICAL Elev: 177'
------ ---------------~ ---------------~
Damping: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE*GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-252
PERIOD-SEC. I" ' l . 50 - - - . --- - - --- -*- - -*--- --- ---------*--.-----~--~~- I. 25 1 ----~----~- - - *- 1 - + - - - -... ----+--*+---+--lf- _.__,_ - - - - - l------~-_.__---l--+-4--1.-'----l u I er ~') I. 00 c..:: ~* u: c.::::: LlJ _J LLJ -- w 0.75 1--- u u: _J er (:' u w C:.. ~'1 a.so 0.25 1-----+----+--l--+-~-+-+-+-----+----1----+-+-+-+-+-+-+----- 0.00 '--------'------(.----,~-~~
- 0. I 2 ~ ~ > I C 2 2 r-; ':s I DO
~ REO LJ E NC Y - CP '.i Acceleration Spectra for ~~ ___cro___R__E_N_C_L_.______________________________~
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 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-253
PERIOD-SEC. l p ,.., I~ I T I 1
). so - - - - - - - - - - - -,-- -,-1------------ --------- ------------- --
-i-------r1-r--,-~---,- I 1 ----~-,-,---;---,---j--,----~T-----1 LJ I
u ..,--. I. 00 - - - - ----- ----- - - ---+--+--+-*-*------------ ~--+--+-4---1-~--+-+--+-----+---~-+---+--+--+-~ 7 0 t-u: ~ LlJ _J uJ LJ u er _J er Cr' 1-u w CL
~') 0.50 i:- RE 0 LJ E NC '( - CP ri Acceleration Spectra for ~REA___CTO___R__E_N_C_L_.______________________________~
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 130 Direction: VF.RTIC~L Elev: 201'
---------- ~--------------~ ~--------------~
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-254
PERIOD-SEC. 1" r I <J ~ S? I-, I I I I --i--r--,----,,, I I I I f .----t*~,*~-,-~.-~,----
- l. so ~------- ~------.---.---~-------,---~---.---- ----~~---------- ---------.-~
- l. 25 1-----+----1--~+--+--t-+-+-+---+---+--+--+--+*- '--*- '-- ----*---- .
L) I a:
- 1. 00
.z
-a: 0 t-c.:::: UJ __J uJ 0.75 u w u: __J u: Cr' t-w w Ii.. o."1 0.50 0.25 l-----+----1--~+--+-+-+-+-+---+---+--+--+-+-+--+-+-+------+--+--+---+---+-+-+-+-i 0.00 ----- -- ---- --- *- -- -- r;
-- - ---~- -- -----*~-~~*
2 ~ r; 2 2 ~ r; G I S IC IJ S I CO i:: RE 0 UE NC Y - U' ~, Acceleration Spectra for REACTOR ENCL.
-~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 106
~~~~~
Direction: VERTICAL
-~~~~~~~~
Elev: 217'
-~~~~~~~~
Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-255
PERIOD-SEC. l (' r I. SO 1 - - - - ------- ----~-- ------------ ---------.,---,.---,---~-~-----r*--~_,-,--,--.- 1 u I c.r '"" 1. 00 t-----+------ --- r--
--j~--t--t-~-T-------,~-t--t--+*-+--t--t-t-+------+---+--++-+--++-t~+-1
'Z 0 r-1- c.r u::: uJ __J uJ w 0. 75 1- - - - - + - - - u u: __J u: v i-u UJ u. ....., Q. SQ I - - - - - - - + - - - + - - + - +---+--t--t.--+-+------~----t--~+---t---t--t--t-+---+---~-~--+--~I 0.00 -----;:~.-~---" Q. ! 2 2 I=" RE0 UENCY -- r P ' i Acceleration Spectra for ~REA~-CTO~_R__E_N_C_L_*~--~------------------------~ Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 108 Direction: VERTICAL F.lev: 217' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-256
PERIOD-SEC.
). 50 .----~---~-~---------------~---~.,---..,..-,.....,-----,-----..,..-----,-r--,~-r-l.25 l----+----+--+--+-+--4-+-+-+----+--+----+-+-+-+-*-+-+-+----+--+--4--+--t-+-+-i~
l.J I er
- 1. 00
.z -*u: D ~ c:::: LlJ _J Lll ~ 0.75 u a: _J er Cr' ~ LJ w c... 1.'l a.so
- 0. 25 1----+---+--l-+-+--+-+-+-+----+--+--+---t--;--t---t-+-t------ *------- ---- --*-+--+*--+--<t-1 i:- RE0 UE NC Y - rf"i Acceleration Spectra 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-257
PERIOD-SEC. 18 ', I I I I t I j - I . I - .. --, -I *i I. 50 -------.---- - *-i-*--- 1 w I u: I. 00
.z c_,
I-u: er:: l.JJ _J l.JJ L.J 0.75 u u: _J u: (r' I-u w c..
.... 0.50
- 0. 00 -** *-. -*-- -- - - -- 4 --
2 ..j 'i 'i I 0 2 ') 10 '.] 2 <; IOG F R E: 0 l.J E Nc y .. l p c, Acceleration Spectra for REACTOR ENCL.
~---------~-~------------~
Load Case: AXISY'MMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 79 Direction: VERTIC~L Elev: 253' Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A*258
PERIOD-SEC. I 'J G ~ C; ':. ~
'I r-j*-i---,- --r-- ---i ,-----,~I ---~--~--,---
I I I I. 50 ~------.----..,---- -----~-- -,-------.-----,----.-----~~-----,---.----~-~~ i z 0 I-II Ct:: w ...J UJ 0 . ., 5 1----4---+--+--+-+--1-4--+-+---+---+---+--+--+-4--+-+-+------+-----l--+---+-_._+-1-~ L.J u a: ...J a: CY 1-u UJ u.. ,;.., 0.50 1-----+---+--+--+-+-+-+-++----+--+---+--+-+-+--+-+-+-----+---+--+--+--+-+-+-H _...v 0.00 L__ __L_ _L_L_~_Ll__J_~--~.L..--.J..l!!!!~~~_L.Ll..l_ _ _ _ l_ __l_ _L__L_L_L.L_LI 0 I 2 -! r, '3 I 0 2 '4 5 'l I 0. G 2 -! S 5 I 00 i:-REOUENCY-CP~1 Acceleration Spectra for REACI'ORENCL.
~~~~~~~~~~~~~~~~~~~~~~~
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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-259
PERIOD-SEC. 1 IJ r,, ~ (~ 1 j T -,-.--;----T ,---,---- ,------------,-; I I I -,--~,-~,-- - - I.SO -- -------- u I u:: ~..., z 0 1-u:: U:: lJJ _J lJI l..J
- 0. l 5 l-----+---+--l---+--+--+-+-+--1-----+--- - - - f---- - - >-- , _ - f- ------~-~---4--J--l--L-l-.l-_J u
u: _J c.r: Cr' 1-u w ~ a.so ~----+----t---r-+-+--+--+-++----1---+--+--+-+-+-+++----+---+--+-_J_...J__J-4--4-J
- 0. 25 ---------~------!---->--- -
FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISY'MMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: ~~~~~ 77 Direction: VERTICAL
~~~~~~~~~-
Elev: 269'
-~~~~~~~~-
Damping: o.oos,o.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC f IGURE 3A-260
PERIOD-SEC. 1* 1 I '. I ,--* 1 ---,-----,----------~,-~-,--,--r- I 1 I. so ----------- ----- ----- * - - - - - ------ -*--..------~-~-~--- LJ I CL ...... I. DO .z 0 ~* I-CL ti:: LIJ _J LI.I LJ 0.75 u u: _J u: CX" I-u w c.... 0.50 i:: RE 0 UE NCY - CP <, Acceleration Spectra 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISVMMETRIC FIGURE 3A-261
PERIOD-SEC. u I ..c.r:, I. 00 ~*--- - - --- - - *-~-+--+.--4--<------ ~--+--___,l---+--~~-~-+-1>-+------+---+--+--+-+-~-+-I Z' 0 t-c.r: U:::: LIJ _J UJ
- 0. I 5 1----t----t--t--i-t-++-t-t----t--+-+--+-+-+-+-+-+----l---l----t--.tj:::=\-+-+.-+-l
~-
L.J L.J er. t-LJ UJ _J u:: Cr'
'r-.__
..c...., 0.50 r----+---+--+--+-+-+-+++----~---+-+-+-+-+-+-t-+-----1~--j~-UI---+-~+-+-+- 0.25 II.
==~ Irv-~' f J--~~
~
,.,J; w
- a. oo - - - - ------ ----- - - ~*-~*------1--d~~~
Q 1 2 -I 'i '.i I 0 2 -I r; ') I0 . G 2 11 !3 100 F RE 0 lJ E NC Y - CP ~i Acceleration Spectra for REACTOR ENCL.
~----------------------
Lo ad Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Direction: VERTICAL Elev: 283' Node:
-- 60 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-262
PERIOD-SEC. I I j T 1-- j----T ----j- ____________ l_j_T_l__ r:. ' Tj-1--,----,-------~---,-~-I --T
- 1. so ---------~---- - ----- -
u I c.r ...... l. 00 .z. 0 t-c.r (:::'. llJ _J U.1 LJ
- 0. *75 u
c.r _J c.r Il Cr' I t-u w c... 0.50
"° RED lJ E NCY- C~ ~'
Acceleration Spectra for _REA __CTO __R_E_N_C_L_.______~---------------------~ 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 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-263
PERIOD-SEC. I ---,-------I~1 1 ~,--1 -,.-- I I I
!. so
]. 25 u
I a:
). 00 tJ I-a:
CZ::: uJ
.....J lJ.J u 0. 75 u
CL
.....J c.r:
Cr' I-u w C:...
......., 0.50 0.25 1~---t---r--t----+-+--+-t-~----+--+--+---+--+--+-+-+--+-----+~--+~-+--+--+-+--+--+-4 Acceleration Spectra for REACTORENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE {WIDENED - 15%) Node: 35 Direction: VERTICAL Elev: 313' Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 264
PERIOD-SEC.
\S r; l r~ 1; ri !
1 1 1 I I.,-,-- r* - I -- -- *i-;*r;--r-1--,----,---"-T- -----;-r*-;---i--;---,---,---,------r----, I. SO -- --------~- ----- ---r-- * --- - - - - - - - - - - - - ---------- 1 z (.J t-u: u::: LIJ _J Lil u 0. 15 l-----+---4--1---*f--+-+-+- t-t-----+----+--+----+-+--+-+-+-+---- ---+---+--+---+--+-+-+-+--t u CJ: _J u: er t-u LIJ c:... ,n O.SO Acceleration 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 265
PE A Io D - SE C. c: ' I. SO ,--- - --* ---------- -~-------------*~--- I G I er "" I. 00 .z 0 I-er c..::: L.l.J .....J L.l.J L.J 0.15 u CJ:
.....J er
(.(' I-u UJ (L \."l a.so - 0 . .25 2 2 '1 ') !OG i:: R:: 0 UE NC Y ** l P <; Acceleration Spectra for REACfOR ENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 21 Direction: VERTIC\L
~~~~~~~~~
Elev: 333'
~~~~~~~~~
Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-266
PERIOD-SEC. u I ([" ....... l. 00 ----*-+---~--+--- -'-** - -*- --*--**- ---t-*--l--+----+---+--t--t-+-+-----+-----+---+---1--+---<~-+-I 7 0 1-u: CZ::: UJ _J UJ 0. *7 5 1----+-----+--l--+-+-+-+-++---+---l---+---+--+--+--1-+-+------+----+--+----'--4---~-+-l w u u: _J u: Cr' 1-u w .."-., a.so (-n
-~ .,~
- o. 2 s 1----r--r--r--i---r-t--r-rr----r----r---r--+--titt-;::::t;-~-it--ur-:r-=:i-N~~~-t----t---+--t-t--t-t-i vr"~-~. -- ~~ ......
Acceleration Spectra for ___
~REJ\ CTO
__R~E_N_C_L_.______________________________~ Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 33 Direction: VERTICAT, Elev: 333'
--------~ ----------------~ ----------------~
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-267
PERIOD-SEC. 1C ':. ~ fJ ~* ~ O ':,~ l~l~-,~,-,-~,--,-----,..--1~,-,-,--,,--r-,-l---r-1--~l~T-l~1-l--r-1-,-~~~,--~j I. SO --- --*----~---------~----,---.,.---,-..,......------.-----.--~--.- L.j I CI "" I. 00 7 0 t-er c.i::: lJJ _J lJI L.J 0. *75 w er _J er (r' t-L.J LLJ (L_ ..-i a.so
----+----+--+---+-+----~~~- r-- - ----*--- -* - ---- -
~REOl.JENC) -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: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-268
PERIOD-SEC.
- l. so -- ------------~~---1 I
L'l I a._,, z Ll I-- CL U::'. uJ __J uJ 0 . ., 5 1---~-~--i---;----t---t--t--t--t------+----+--+--+--~-+-~----f----l-----+--+---+-+--+----l---I u u: __J u: Ct' 1-LJ w CL G I 2 r; '3 IOG l="REOUENC Y--L pr, Acceleration Spectra for REACTOR ENCL.
--~------~--~------~--~------~--~-----
Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-269
PERIOD-SEC. t G '; I' 1--i--1-,-;--,-----,----- --i-t I I 1 I. 50 -------- *-*--*------- --------- -------------~-~~~-------..---~-~~ 1.25 1-----+---+-+--+-+-t-+-++---~-+--+-+-+-+-+-1--+----+-~-4---4---4-~-U I.DO 1-----1----+--~-+-+---4--+-++---~-t---+--t--+-+-+-+-+-~---+--+-~-+-~~-+-1 z 0 t-cr u:: uJ _J uJ 0.75 i-----t---t--t--+-+-+-+-++----t--+--+-+-+-+--+++-----+--+-+--+-+--l--1--+-I w L) u: _J er Cr' t-u w CL 0.50 t-----t---t--t--+-+-+-+-++----t--+--+-+-+-+-+++----+--+-+---l--+--l--1--+-I 1,-- 0.25 f-----+---+--+--+-+-1-+-++--~-+--+--+-+-+-+-~~F:~t\l--+----+--+-~---4-+-+---'~ Acceleration Spectra for __REA ___cro ___R__E_N_C_L_.______________________________~ Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 151o) Node: 129 Direction: VERTIC\L Elev: 201'
----------------~ ~----------------
Damping: 0.005,0.01,0.02,G.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE'GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-270
PERIOD-SEC.
,-r---i--i *~-,- ,
- 1. so I I I I
----------~----T-~---
I I I I r I I I L.) I u: '-"" I. 00 .z 0 I-u: Cz::'. LIJ
..J LIJ LJ 0.75 w
u: ..J u: Cl' t-w LLJ Q... U'I 0.50 -- t - - - - -
- 0. 25 1----+--~-I-+--~--+-+-+------~---- --- -
- 0. !
i:- REOUE NC Y --C Pr) Acceleration Spectra for _REA~~cro~-R~E_N_C_L_*~~~~~~~~~~~~~~~~ Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 107 Direction: VERTICAL
--~~~~~~~~
Elev: 217'
--~~~~~~~~
Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE1GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-271
PERIOD-SEC. 10 'J l IJ s* i
; 1 -
1 1 i-- r - -T -- *r 1
-- r*1*-r j---1**1*--r-----1------,-----1~
1 I I I I.SO ~------- -----,----------- Ll I ([
;z 0
1-u: C::::'. LIJ
..J LLJ u
u:
..J u:
Cr' t-u LLJ ~ Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING GE700 SF.RIES ENVELOPE (WIDENED - 15%) Node: 80
~~~~~
Direction: VERTICAL
~~~~~~~~~-
Elev: 253'
-~~~~~~~~-
Damping: o.005,o.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSUREIGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISVMMETRIC FIGURE 3A-212
PERIOD-SEC. 1 'J ":; l Q r. I r* 1 i- r--7-.-1-1 ---,- __ T _____ 1______ ---.-,--1---i-,-l-r---1--,------1-'1--,-~-,----r---1
]. so - - I -- - -*-- .. --*---- -----------------------~-~
u I er J.00 1--~---+---+--+-+-~-+-++---+--+--+--+-+-+-+--+-+-----+---+--+--+--+-+-+-i-I z 0 f-er Ct::: LlJ _J uJ 0. I 5 1-----+---+--+-+-~-+--+-+----+----+--+--+-+-+-+--+-+-----------1------ __ ._____ . ---+-+--~f--I LJ u er _J er (:' f-u w ll. ....., 0. 50 1 - - - - - -..- - - + - - - + --1----+-__.__,f---+---- --+----+--+--+--+-1-+--+-+----+---+--+--+--+-+--+-+- 1 l="REOUENC Y-CP~J Acceleration Spectra for REACfOR ENCL.
~~~~~~~---~~~~~~~~~~~~~~~
Load Case: AXISYMMF.TRIC CHUGGING GF.700 SERIES ENVELOPE (WIDENED - 15%) Node: 59 Direction: VERTICAL
~~~~~~~~~-
Elev: 283'
-~~~~~~~~-
Damping: 0.005,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-273
PERIOD-SEC. l~ n ! Q C ! i-r--; .T -i
- i----,-------1------,-*1-r~-1-r---,--* ,-----rr--,--.---,,--r,-,--.-,-~,---1 I. 'iO ---*---*- - -*-- -**-------*---*-.-- *--------....---,-------0--~--~-~-
I. 25 u I er z a (.[ IL LIJ _J w 0.15 u er _J cr lr' u w c.:... V1 o.so
~REOLJENCY -[P~,
Acceleration Spectra for ~REA___CTO ___R __E_N_C_L_.______________________________~ Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 54 Direction: VERTICAL Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-274
PERIOD-SEC. 1c ': j j I ,- T - , - - 1 * * - ,------"" ' I I I I I I.SO - u I ..er., I. 00 ~--*-t----+---+----+--+--+-+---r-r----+--+--+--+--+--t-t-+-+------+---+---+--ll--+~...+-4-1 'Z 0 1-er er:: lJJ ....J lJJ w *o. 1 s 1----T---t--+---t-+-+--+-+-+-----+----+--+---+--+--+-+-+-+----+----+----4--+---+-+--+--i~ u a: ....J er cr-1- u lJJ ..CL.,.., l'"REOUENCY-[PS Acceleration Spectra for ~REA ___CTO __L*~-~~~~~~~~~----~ ___R_E_N_C Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVELOPE (WIDENED - 15%) Node: 32 Direction: VERTICAL Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 275
PERIOD-SEC. 10~ tlJ a~ a~* l-,-l~-l~,-1-~1 --1----r-1--r-1--r-'-1 --r-,--1---.---i---1-,.--1~,-1---r1 ~,----..,---*i
). 5 0 ---------~--*-~-~----~----~*---,-----,.-----.----------.-----.---.-~'
!.00 ~---+---+--+---i-+-+--+--+-+----+---+-+-+-+-+-+-+-+----1---1---+--+--+-+-+-+-1 z
0 tr ei::: uJ __J uJ 0. '/ 5 ~----+----+--+--l-+-+---+-+--+-----+---+--+-+-+-4-+-+-+----1---~-+---+--+--+-4-+-I u u tr 0.50 ~---+----+---+--l-+-+---+-+--+-----+---+--+-+-+-1-4-~,-+----+---+-~-~-+-~
~~\
FREOUENCY-*CPS Acceleration Spectra for ___R_E
~REA~_CTO __N_C_L_._______________________________
Load Case: AXISYMMETRIC CHUGGING G~700 SERIFS ENVF.LOPE (WIDENED - 15%) Node: 12 Direction: VERTICAL Elev: 352'
~-------- ~---------------- -----------------
Damping: o.005,0.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-276
PERIOD-SEC.
;-r--;--i-1--r-1----r---,-- . - - - --,-~--,-;-t I 1 I I
1 I 1 I I I J.50 - - - - u I er '""' ]. 00 - -- z 0 I-u: ti:: uJ _J u.J w 0.75 u u: _J er Cr' I-L.J U.J Cl.. 0.50 0.25
- J. ! 2 fi S IOG
~REOUENCY **LP<)
Ac eel era tion Spectra for REACI'OR ENCL.
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING GE700 SERIES ENVELOPE (WIDENED - 15%) Node: 6
~~~~~
Direction: VERTICAL
~~~~~~~~~
Elev: 410'
~~~~~~~~~
Damping: 0.005,0.01,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-277
PERIOD-SEC. I 0. 0 I.0 , C. I C. '; ~ 1~i---r1* *T-1-** r---,-------n-r-:1-:1--T-1----*r--- --~i-1:1-r-i-- * -r- --T --------,
- 3. 0 - - - - - - * - - - - - - - - - - - ------- -----r----**--*- --- - *- -* *--* --- --- -------- ------------- ---*- -----*- ----
- 2. 5 1 - - - - - - - - + - - - + - - - - + - - ' - t - + - r - - - - - t - - - + - - - - + --- -~--..-_,_.,.-+------t--+---+---+--...... **- t - ,_
u I er ....... 2.0 - - - - - ------>----i---- -- --*-* ---~---- -------- --r----+-O-+--<-+---- r - - - -*-~----- - . -- -'--1--* r-- z 0 I-([ CJ:: l.JJ _J I.JI w 1. 5 1----t----+---lr--+--<1--+-+-+-+-----~- - - ---+--+--t--;f - f---- ;:::::: u a:
- 1. 0 i------+----+--t--+-+--i-+-+-+----4----1-*
0.5 r-----+---+--t--+-+-f-+-+-+---+---+--+-+-+-+-+-~+--*l~-4---t-+-+ o.o .___ ___.__~ __ J ___l_LJLl_LJLL_ _~L_~l-.,.,,b::d::~:!:'D
- 0. I 2 FREOUENC Y-CPS Acceleration Spectra for __c_o_N_T_R_O_L__S_T_R_U_C_T_U_R_E________~~------------~
Load Case: AXISYMMETRIC CHUGGING G~ 700 SERIF.S ENVELOPE (WIDENED - 15%) Node: 19 Elev: 217' Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-278
PU<! UL -SEC.
- 10. '.)
I I I I I I. 50
- ---~,
I J. 25 ~--- - - --+-_._ _ _,__ u I a: IJ"t I. 00 z 0 a: er:: ~J _J 14.1 0.15 - - - -- -***- - --- u u a: _J a: ~ 1-u
~J CL.
V') 0. 50 -- 0.25 0.00 '-------* __ ...._ __ *- 2 Lj r:; 2 4
- o. l ') 100 FREQUENCY-CPS Acceleration Spectra for ~C_O_NT~R_OL~S_T_R_U_C_T_U_R_E~~~~~~~~~~~~~~~
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,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-279
PERIOD-SEC. IC ::. I IJ 0. I 0 Ill i l"j r *i **1 **-r* -*1****_-T*---**-**1 i .. , .. r-r* *r*-,--,---,-------p-1.;*-1-*1*-*1-.---,--- -1 I. 50 I. 25 1-----1---f--f--+--4-4-t--t-+----+--*--t---t--t--t-1rt-l------.-~*---1*- -t---t---t-1-+-t 1.00 r z 0 rF - 0.15 I I - - ,_ ..
- --- '"='= *- ,...,_
a-' v .... I '"""" .... LI 0.. 0.50 V-' 1- f\ '"""" .... I
,-~
0.25
-1 \., -
N I
.,~ H"10.!J
_i..- r, ., ... 0.00
- 0. I 2 ~ *I ~ 1 ~ f, !I I *J 100 FREQUENCY-CPS Acceleration Spectra for __C_O_N_T_R_O_L__ ST_R_U_C_T_U_R_E______________________________
Load Case~ AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC~ Elev: 254' Dampin~: o.oos,o.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS. REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- ~O
P~R!GO-SEC.
- 10. 'l :. 0 C. I 0.~I I I I I I ! I I I I I* I I I I I
I! i i I ' I I J.~s ~~~~~~~,~~~!~~~~~~~~~~~~~------~~- ------* - ~~~~ u
- r I
I!
- 7. I.:>~ l---+---"""'---4-~ll~!-~~,.---1--+-~---.J_~~~~+-+-*
0 u: -' I I I "'uw 0.15 ~-~~-+-~--l---+~-+_._14-+--~~-+-~'---4---'-~~~+-l-~-M=~=TII--~-'~-~-~~~~ 2 _J I rn u w c.* c.. J'I
- o. i;o L' t-----+-f--+--+-+--t-j!--+-i----t--+---+--+-+-+-~1~~~1\H\1-~~bJ--1J11~-1--j..__:tH r
- 0. JS t----+--_...-+--~-+-+--J-1----1---J--~~--'-l~1
. I ~ f~rh
*1-----+-*,,4--J.."'rt',......f'-~~
\./!!
,l:'ffEQUENCY-CP'j Acceleration Spectra for CONTROL STRUCTURE
~~~~~~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC\L Elev: 269'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-281
rER ! OD**~EC. 10.: I. 0 0.1 O.CI rr1r-T":-- , i * * -r r-rr,,-,--,---,--,
- ii II I I I I I 6 . - - --*-** - - - - - - - * - - ~ . ,_ * * - - *- - - - * *-..--.,.__,~""T--.--------,---:--..--.-....,...,,........,
u CE '1) I
.,, ___ ---... .. .. _ --** - - - a- - -----1---li---1-4-~f-f--l-f----+--+--+-+--tt-+-+-t-I 0
...c.t - ,.,ct:
...I
"'uua:
...I c.t
...eru (a.
'1) 2 0 ~--~2 _ _ _ _ .______
!J. I FREQUENCY-Cr!'>
Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Elev: 289' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-2B2
PERIOD-SEC.
- 'J.'l I 'l C. I 0.'ll I I I I I I I j
- I'*' .1* i I I I I I I I I I I u
I a: I .... I I 2 * :> t----'f--"f---t--t--t-t-t-:-t-1----t---t--t--t-'!-t--t-H---t-~-1"4--+--+--+-+-t-+-I z 0 c: ~ ......J u
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!.~ t----~~--+--+--+--t-+-+~----~t---t---+--t-~1---+-++---..--tHt--+-+-+-+-+-HH c:
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2 . <<; 5 I 10.~ 2 . <<; *j IOO FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE
-~---------------------~------~~---
Lo ad Case: AXISYMMETRIC CHUGGING GE 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTICAL Elev: 304'-0 Dampin~: o.oos,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A- 283
rER ! 00--5EC. 10.0 1.0 0.1 a.at I I I I I I I I I I I I. .f *1 I I I I 11 I I I I I I I I l.O u I er z 0 - FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE
~--------------------------------~------------------------------------~-------------
Lo ad Case: AXISYMMETRIC CHUGGING G~ 700 SERIES ENVELOPE (WIDENED - 15%) Node: 19 Direction: VERTIC~L Elev: 332' Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CHUG AXISYMMETRIC FIGURE 3A-284
PERIOD-SEC. IO':i !') G! GJ~ i-,--~-11-,---,--------1 - - - - r
- i 1-11--,----,---,-------,-1-*-i--r--i---, -,----r----i -- - -----,
I. 50 ----------------------- - - - - - - - - - - -------------- _____ ------------ ______________ ----~------
- 1. .? 5 1 - - - - - - - + - - + - - - + - + - + - + - - + - + - - - - + - - - + - - - - + - - - - + - - - - + - - + - - - + - + - - + - - - - - ------- ---- - - - - ~--+-+-li-1 u
I er ~ J.00 t-----+---+---t--+--+---+-+--+-+----+---+----+-----+---+---+--+-+--+-----+--+--+---1---+-+-+-+--I z 0 1-er 0:::: LU _J LU u 0.75 1----+----+---t--+--+---+--+--+-1------1------ - -----+---+-----+---~ -~----- --+---------+----- ---- * * - -- - - - u er _J Q_ tr 1-u LU Q.. 111 0.50 ~---+----+--+---+-+--i-+--+-+----+----t----t-+-+-+-+-+-+-----+----+--+--4--+--+-+-+--I 0 . .?5 1----+----+--t--+---~-+-+-4-----~-----t--t----t----+--+---t--;--,t---------- -*---~-- --- -- --- 1--
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0.00 ~-~~~~..._-~..___---~ 2
-~~~~~~/~~~~~/~~~~\~---~~t~~~~i~j~~~
6 2
- 0. I 6 B I O 2 (3 IQ_ 0 G B 100 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~--------------------
1 o ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYM.METRIC FIGURE 3A-.285
PERIOD-SEC. I 0 'j j-*Tj--T I I j----, I - I.SO--*---------------*-**----------- I. 25 1----+-----+--r--+---+---+-+--+-+-----+----*-+--l----4--+-- -~ - *- - - - - - - - - - ----- - --+---+---+-+-< L) I er ~ I.DO r----+---+--t--+-~~-+-+-+----+---+--+---+-+--+-+--+-+-----+---+--+---+--+--+-+-+-1 z 0 I-- er Q::'. w ....J w 0. 15 * - - - - - - - - + - - + - - - + - - + - - + - + - - + - - + - - - - - ----t---+---+---+-+-+-t-t-----+----+---t-t---ic--+-+-11--i LJ LJ a: ....J ,-~ er cr-1-- LJ w r-~ CL (/) 0. 50 -*------*--- - - - - ~----- ~--- -- *- -------1---ll-----+----l--+-*-+--1-+--+-----+---+---+-H-+---+-+1--+--+-I
- 0. I 2 6 (3 l 0 2 6 !3 I 0. 0 2 6 8 100 FREOUENCY-CP<;
Acceleration Spectra for REACTOR ENCL. _
~~~---~~~---~~~~~~~~~~-
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: ~~~~~ 154 Direction: VERTICAL
~~~~~~~~~
Elev: 177'-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-*286
PER 10 D-SE C. l0 Ci ? f) 0 ! O r;?
,11-r-i--r--,--.-*--,------- r-j--ri--r-~-,----.---~i~*-1-,----i-----i I. 50 ------------------ --- ----- - - - - - - - - __
I. 25 u I er If\ I. 00 z 0 I-a: a:: La.J _J La.J 0.75 u u a: _J er er I-u La.J fl.. (/) 0.50 2 6 O I 0 2 6 O ID. 0 2 6 8 JOO FREQUENCY-CPS Acceleration Spectra for REACfOR ENCL.
~~~~~~~~~~~~~~~~~---
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 128 Direction: VERTIC\L Elev: 201'-0 Dampin~: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-287
PERIOD-SEC. I (J ,.-.J ~ 1~ 0 ! 0 Gl j l j - T -T-1*-----,-- *1 ------- -- ,-- -,----T--r- **-1*--r ---,----1--1-------i I. SD - - - - - - - * - - - --*-*--*--*- --- ---- r *- - *----- --*-* r-1-.-1-1~-
--~---- ---- ---- *----------
--1---,----~------
I. 25 u I a: ~ I.DD 1------t----;--t---;-r,--t-+-+---;--~-t--+-t---+-+-+-+----+---t--+--+--tt-+-+-+-I z 0 a: er:: w _J w u D. 75 1~---t----t--t--+-+-+-+-+-+----+--+--+--t--t--+-+-+-+----+--+-~-+-+/--t~r+-+-1 u rr-- a: _J er er u w Q.. (./') D. 25 1---+----+--+---+-+--4-4--+-+---*-----r------4*--+--+--+-+-+-+-+l-J§-~~\.rlffl+rf-+---1-t--r-w1 -+-i rn ~ 1 V: I \~ t;r:-~ ~ o.00 0 1 l_- --- L_L_LlLJ-Ul---J 2 4 6 5 1 0 2 __ J!!!!!!!~4 J~~~6 ~~~ 10 0 8 ~-::___j2_J_J4 JLJ6JJ6 J_ l 1 00 FRfOUENCY-CP') Acceleration Spectra for REACfOR ENCL.
~~~~~~~---~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) Node: ~~~~~ 130 Direction: VERTIC~L
~~~~~~~~~
Elev: 201'-0 Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-288
PERIOD-SEC. 1 fJ rJ ~ j 11--11--1 ' 1 . - - - - - - - -- - -r Ir -j--T --i -- T - 1- --- - ' -- - - - i 1 1 I. so ~--------------------- - - - - ------ ----------- - ----- -- -------- ------ --- --- J. 25 l----+-----+---t-------i--t-~-+---t--+--------+-----+---+-----+--+---t~+-+-------1------- --- - - - - --~-~r-u I er If! J. 00 1----+-----+-- 4 *-~____,_______,____ ,_ - ------------ - - - - - - - - - - ----- --- --- --~- --------- ---+--+---+--+-+-+~I z Cl t-cr n::: LLI _J LLI u 0. 75 1----+---+--+---+-+-t-+-+-+-----+----+--+- -- ---I--+--+--+-----+---+--------------~- w a: __J a: er t-u LLI Q_ V') 0. 50 f-----+----+--+--+--~-+--+-+-----+------~-- ----+---+-r--+---+-+-----+------+---1----lt---+--+-~-* i:REOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 106 Direction: VERTICAL
~~~~~~~-~
Elev: 217'-0 Damping: o.oos,0.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-289
PERIOD-SEC. l lJ '~ ~ '"" 1 0 s!
'*" ---- - - ---T-- - - - i 1-,--1 ---,-------,------ -.-,-ri-- 1 1---,----;-----r- ------- ,-,-1'- 1**1-,----, - - - - - - - 1 1-r~
1- ------~ ---- -------------- -- - I I
- 2. 5 1-----+----+---+----I--+-*- >--- --~ ------+---+--t---+---+--+-li--+-t-----+---1--+----+-----+--t-+-t L..J I
cr (J') 2. 0 -------- - - - - *--- --- -- - - - --------~------- ---- ----- -*- --*--+--------.----+---+----+--+--+-~>--* z a 1-- cr c:.:: w ~u cr _J a: er t-u w CL (J') 2 5 8 I 0 2 5 [l 10. 0 2 6 8 100 FRfOUENCY--CP'i Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: ~~~~~ 108 Direction: VERTICAL
~~~~~~~~-
Elev: 217'-0 Damping: 0.005,0.0l,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
PERIOD-SEC. I 0. 0 1 0 0 1 0. 0 I _j _ _ _ _ _ _ l j ! j l I I J jl I T I I I I ~--1'11 I I I I u I a: V"l 1.00 r----r---t--t-+-r-t-+-++----t--+--+-+-+--+-+++-----+---+--+--+-4-~-!-I z D
- 0. 7 5 1----+---+--'---+--+--l-~-+-4-----..+--___j----+---+--+--+ --+--<--+------>-*----+--~4--+--+--4-.+--I
_J a: CY u w c... 0.50 ~---+----l----~--T--t-t-t-+-t----+--+--+-+-+-+--+-+-+-----4----*-+--f--+--~--l--~I V)
- 0. I 2 6 !3 I 0 2 lj 5 !3 10 0 2 6 l3 I 00 FRE.OUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~------------------
1 o ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) Node: 104 Direction: VERTIC~L Elev: 239'-0 Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A- 291
PERIOD-SEC. 10 G ! *; rJ 1 0 ':,I 11--1-r1--r-1----,--,-------,1-r1--r1--,--i------,.-----------,,-,, r----1 ----,-------r---1
- 1. so -- --- ---- -- -- ---- --- ---------- - ---- - ----~--------- --------~--- -- -------------
LJ I er ~ J.QQ ~----+---+--4---jf----+-+-~~----f---~~-+---+- ~-~----.__-+--+---+-+--+-1-+-I z 0 I-- er Ck: w _J w 0.75 1~---+----1--+--l-~-+-~-----1---+--+---4-+-~-~4-+---~-~--1-~-4-~~ u u er _J a: er u w c... 0.50 1-----+---+--+-+-+-1--+-+--+------+--~--+--+-+-+--+---+-+-----+---+--+--+--+-+-+--I If')
--llrOllll"-""
0.00 l __ __L___L_L_J_LJ_L.LL_ _~J---~~~=:__!__LJ_J__L__ ___L_ __L_~~__J~_L.L.LI
- 0. 1 2 ~ G !3 I 0 2 ~ 6 g I0 0 2 6 B I 00 FRfOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~----~~~----------------
1 o ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) Node: 79 Direction: VERTICAL
~~~~~~~~~
Elev: 253'-0 Damping: o.005,o.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-292
PERIOD-SEC. I. so - - - *1 - - - - - - - * - - - - - - - - - - -,----.---- - I I I. .25 1----t---t--t--+--+-t-t---+4-----t---+---+--+--+-+-+-+-+----- --- u I a: IJ"'> I. 00 t-------+--* ------- --- - -- - - -- ~----- -------- -------t----f--t---t----t--t-~-----J---11---t--+--+---+--l-+--I z 0 t-a: Q::'. w _J w 0. '15 ----~---+----4-~~--+-4--~*------- ___ ....____I---- ---- -- - - - - -- - * - *-- u u a:
- 0. I 2 5 !3 1 0 2 5 !3 I0 O 2 6 8 100 i:RE:OUfNCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-293
PERIOD-SEC. JfJ :, : f..J i--rT--1--11---j-----r*--- * -------- r** j - I I r- ---i--------,
- 1. 50 - ""---* - ------------***- -*- . --
!. ~5 1 - - - - + - - - - - - - ~-- - - ---r-~-t------l--~--+----+- -+--1---t--+-+----- - -**---..---+---+--+--+-+-+-I L.)
I er (fl I . DO - - - - ________ ,_~--+--+--+--+-*--------r---t-t---1-+--+-1t-t-----f-----t---+--+---+--+---J'--l--I z 0 I-- er Ci:'. w _J w 0. 15 *---~---+---- -- ----- -+-f--------1~----i----+---+-- ,___ - - - > - - r - - - - - - - ---+---+---+--+--+--t-+-1 w w er _J er cr-1--- w w Q... If) 0. 50 t------+--*----+-----<-*----<--+----- ---------t---ic---+---+--t---+-t-+-t-------+---+-----<r---+--i--+-+-+-1 2 5 G I 0 5 I0 0 2 5 8 0 1 (l 100 FRt.OUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~---
Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-294
PERIOD-SEC. 10 r, ! G IJ (.J ~ i- *1 -* i __ T ___i___ ,---- --1--,---- ---- i..._____ --.*-1 ;*--ri--,.-*-*-1---,-----,----------, ----- - -----,--r i---,- -,- -r- - i---- ---r- - - ----*1 ---- --------- 1 I. 'JO -------------------- ----~---------- - - - - - - - -- ---- --1 ------ - - - ------- --------~--- ----- 1
- l. 25 1----r------+--+---r---+-+---t--+-t--------+--- - ----+--r--+----+--*--4----+--**----- ~--- - - - - - - - -- ,__ ~- --
- 1. 00 1------+-------+-------+--+--~*- +-+---+----1---t-----+-----r-t----t---1--+--+---------+----+--+--+--4---~ z 0
I-- a: QC w .....I w 0. 7 5 1-----+--~-.----+--+~+--+---- -------+------+- - - - - - > - - - , _ -~ --------- ---- - - - - - - - - - - --~- - - -- * - - LJ LJ a: .....I a: er 1-- LJ w (l__ V"l o.2s~---r------+--+-~-+---t--+-t--------+------+---+-~--+-+J~---+--t----~~--- A;}
),'~::::tJ1--'
........ .t:.11! ;....-- ~
~~v
/ -{--~ ~E~
0.00 2 G [3 I 0 2 5 I 0. 0 2 6 B I 00
- 0. I [3 FRfOUfNC't-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~--~~~~~~~
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 58
~~~~~
Direction: VERTICAL
~~~~~~~~~~
Elev: 283'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-295
PERIOD-SEC. 1I) *:, I rJ '.J l 0 Q! I r*1*1--j-r*--i- r-- I -*- -- -Tj--T j_T_j ___ T _ _i_ ----r-------j-,-j--r*1-*r-*1---,-----r-----1 I. SO ~-------*---- ------------*- ----------*-------- --*~--- __ ----------*--~-
- 1. 25 1----+---+--t---+-+-+-+-+-t-----+---+---+---+-+--+-+-+-+------ *-----+-.+--.--+---+.--f-+-~
u I a: I/) J.QQ 1-----+---+--t----t--+-t-+-+-t-----+---f--+---~+-+~l------+---+--~/l-+--++l~f-+-I z 0 l-a: Ck'. w _J w a. ,, 5 1----+---+--~-+--+-+-+-+-t-----+---+----+--+-+-+--+-+-+-----+---t---tt-Hr,_,-t--trttt--t-t-i u u a: _J a: lk' f(~ \ t-u w 0.. I/) 0.50 i------+---+--1--+-+-+-+-+-+----+----+--+--+-+----+-+--++---+-~--+nt--~--1r~/+---1i--t...,.....-r;-1 u-- r
- 0. 25 1-----+---+--l--~*t--+-+-+-1-----+--
FREOUENCY-CP'.J Acceleration Spectra for REACTORENCL.
~~~~~~~--~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: ,______ 60 _ Direction: VERTICAL Elev: 283'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-296
PERIOD-SEC. __ T _____ u I~ l
- i. so r-*-------------------*-*-----~- -----* ____ ------------~-----~-----..------ ______________ -------r-- --------r--- ,.....- _
- l. 2 5 1----+---+--+--+-+--+-+-++---+----+---+-+-+--+-+-+--+-------t---+----->-----t----t---+~r--I u
I er (fl
- l. 00 z
-.er.... a Cl:: w _J w u 0.75 --~ u er _J er er u w CL (/) 0.50
- 0. 25 1---+----+--+---+--+--+-t---+- -----+-----+--+--+--~),2--+-+==~-j~~'~ ~-~
0.00 L__ _ ___L_
--~~-
___L_L_J__~_L.u___ _~.J....--.1!!!!!~~=--i___L_l_l_J__ _____l_
~--- ~--
_J__
"'l'----
_l_-.L._-:1-~-L-I
- 0. 1 2 4 5 [J I 0 2 4 5 [J I 0. 0 2 4 6 0 I 00 FREOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 56 Directien: VERTICAL Elev: 304'-0 Damping: O.OOS,O.Ol,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-297
PERIOD-SEC. If) *~ I ') ,., I 0 G1 1 1 i 1 j _ F _ j ___ r - --- 1 ---- - r-ji-,-,--i--r----i-----,------ ---,-1-;--r-jr-1-,---,---1 I. SO --------------- - - ------ --- 1 --~------ ------------------------ Ll I a: If) I. 00 z 0 ~ I-a: c:.i::: w _J w 0.75 u u a: _J a: er I-u w CL U') 0.50 FRfOUENCY-CP') Acceleration Spectra for REACTOR ENCL. 1 o ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - 15%) Node: 35 Direction: VF.RTIC.\L Elev: 313'-0 Damping: 0.005,0.0l,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-298
PERIOD-SEC. l0 'j u c, ! 1 1 1
- 1 r--,---,------,------r111-r1-- -.-----i------,---------i-r-11-1-r-1-,--------,----,
I. SO ----------- - ----- --- - ---- ---- __________________ _
- l. 25 LJ I
a: (/"I 1 . 00 1---------+---+---1-----1-----+---4-~~--- z 0 l-a: QC LLJ _J LLJ 0. 15 1-----+-----+--+---+-+--i--+---t--t------+---+----~-+---+---ff---+--+-++- u u a: _J a: er t-u LLJ CL Ill 0.50 1-------1---+--..___+--l-+--l-+-+----+---+----+--+--+-l-l--++-Hl--#F~H+-~--+--+-4-+-4~1 0.00 L___ _ _2L__J___L____L_L_J_L!__J___~""'""""~=:L-__!.___j__!__L____L_L..!_ _ _ _--l__ _J___l_~___J__L.!_I
- 0. I Acceleration Spectra for REACTOR ENCL.
--~~--~~~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 43
~~~~~
Direction: VERTICAL
~~~~~~~~~
Elev: 313'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-299
PERIOD-SEC. I. 25 LJ I a: l/'l I. DD l------+----+----4--~- -- - -~ - - ----------r--t--+--+-t-++--+----+---+--+--+--4-~-+-I z 0 l-a: 0:: UJ _J UJ u 0.75 u a: _J a: er 1-u UJ Ct.. (f) 0.50 r-------t---t--t--+-+-t-+-++---+--+--1--+-t--+-+++----+----+--+--l--+-+--+-+-I
- 0. I 2 5 O ID. 0 2 6 8 IDO FREQUENCY-CPS Acceleration Spectra for ~R_EA~cr_o
__R_E_N_C_L_*~~~~~~~~~~~~ Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 21
~~~~~
Direction: VERTICAL
~~~~~~~~~
Elev: 333'-0 Damping: o.oos,0.01,0.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-300
PERIOD-SEC. t0 c. ::, l U G? 1-1 i- ' ;- ,- I -- --,-- --, -- -- 1 i 1 1 r- I 1 - r - - r --- *- 111 1-1--1---,----r-----1
- 1. so -------- ----- ----- -;*-~--------------~-.---- ------ ----- ---------------------r----....-----
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er l,fl z 0 ~ er a:: LU _J LU u
- 0. 7 s u--
1-----1----+---+---+----+--+--+-+--.__----l------+--+---+---+-IF'-4-+--~-----I----+-- !----* - -- . - - >-- LJ er _J er er ~ LJ LU Q... 1-- en 0. SQ l------+----+---+----+--+-+-+--+--1---- ~----ji--- --l----4~"-+---l---l+--/--+-\c41-----4---+---l----+--~>---4--I r- ,----N~ _,.--,,..JV-~ 0.25
. -- ------+---+--+,---+*l/ll-+--+-+-\~91-1--,---+---i~~,~~~~ =-"~
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- 0. I 2 ~ 5 g 1 0 2 ~ 5 8 1 o_ o 2 6 g 1OD F RfOUENCY-CP'.i Acceleration Spectra for REACTOR ENCL.
-------~----------~
Load Case: AXISYMMF.TRIC GF. CO-BASIC ENVELOPE (WIDENED - 15%) Node: 33 Direction: VERTIC~L F.lev: 333'-0
~-------~-
Damping: 0.005,0.0l,0.02,0.03,0.0S LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-301
PERIOD-SEC. IU '~ I rJ 0 l O 'J 1
,--, ;--r--i-- ' 1---,------i----*-r1-r-11--1-T--1-------r------11-,----1--,--,---,-,--,--,-----,-,--,.-,---,--,----1 I. so ~------~--------~~-------.-------,-------- ---- -----------~-~-~~
u I a: V'I
!. 00 z
D ~- a: Ct:: w ___J w 0.75 u u er: ___J a:: er 1-- l_l lJ_J LI... (/) a.so
- 0. I 2 S !3 I 0 2 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~-
Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-302
PERIOD-SEC. u I er c.n z 0 1-cr CIC w ....J w u u a: ....J er: Ck' t-u w Q.. IJ) 5 !3 I0 0 2 5 !3 I 00
- 0. I
"'REOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~------~~--~-~----~
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 13 Direction: VERTICAL Elev: 352'-0 Damping: o.005,o.o1,o.02,o.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-3.03
PERIOD-SEC. I 0 '; ! fj 0 IJl i- r -i-1 1---r-* 1- --,- -----i-------- --Tl-,-- l-r-1 *--r----,-----,--- -----r,--1-1---,---r - 1
---,------i--*---i
- l. '10 ------------- - - - - - ----- - -- ------------ - - - - - - - - - - ----- ---- ----------------
J. 2 5 1-----+----+--f---+--.j.....-.4--l----+-I- - - - - - - - - + - - - - - - - - --l---+-----+-1--+--------+*---------1---;---+---+--+--+-4-I u I er (fl J
- 00 > - - - - - ---~-+--+----+--+----+-*-+---+---- - - - ----r---r--t--t--t-+-+-----+----+--+-+-+--+-~I z
0 l-a: 0:: w __J w 0. 7 5 1-----+---t--~-t-+-t--t-+-+----- - ------...--~--.-,>--+-*---~~ >----------+---+--+---+---+-t-+-+--l u u er __J er er I-Li w If) 0.50 t------+---t--~-t-+-t-t-+-+----+-----+-----+-+-+--+--+-+-11------t----+--~-+----+-----+-+-+-+- I
- 0. 25 *----+-----+------+----<--+*--+--+--
2 6 (l I 0 2 5 g I 0. 0 2 6 8 100 FRE:OUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~---~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPF (WIDENED - lSra) Node: ~~~~~ 129 Direction: VERTIC!L
~~~~~~~~~
Elev: 201'-0 Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-304
PERIOD~SEC. IU *; 1 rJ fJ ~ U C; ! l-,-,--r ,---r-f--T- --- I -----, j-1 *11-;-- -,---- -,-------r---------;-r---1-Ti- r---,--- - - , - - - - - , I. '30 - - ---------- -- -, -
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I ([ l/)
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- 0. I 2 5 (l I 0 2 5 G I0 0 2 6 (l I 00 FRfOUENCY-CP'3 Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-RASI~ ENVELOPF (WIDENED - 15%) Node: 107
~~~~~
Direction: VERTICAL
~~~~~~~~~
Elev: 217'-0 Damping: o.oos,o.01,0.02,o.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-305
PERIOD-SEC. 0 ! I. SO - ----------- ---* ---,--------- -- --------- ----------~~-~---------------.--~-~ L) I er (fl
]. 00 >---------+----+- - * - --+--+---+--<~+------------ ,__--+.--+---+---+--l--l--+--1------+---+--+---+---1---1--l--+-I z
0 l-a: 0:: i..J _J i..J 0.75 1~---l---+--+--+--+-+-1-+--+------+--+--+--+--+-+~-+-+-----l---+*--+--+--+-+--+ - ._ u u er Q. 50 1 - - - - - - + - - - - + - - t - - - t - - + - + - l - + - + - - - - - - - - -*--+---+---+--l--l-~1--44----+----+--+---l--+---l--l-~I
-~ -,
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o.oo L____l__~l___L_J_J__l_JJLJ__ _~.L...~~~~:J_J__L_JLL___l__ _l__l_J_J_J_J_J_I
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- 0. 1 2 4 5 G 1 0 2 4 6 !3 10.0 2 4 6 !3 100 FREQUENCY-CPS Acceleration Spectra for ~R_E_A_cr
__o_R_E_N_C_L_.~~--~--~--~----~~ Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 80 Direction: VERTICAL Elev: 253'-0
~----------~--~--
Damping: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC f IGURE 3A-306
PERIOD-SEC. 10 r;, 1 'J v 1 U '~I
,,,-,~ I I --i-1-,-,-.-,---,--,-,-----, r~- r-j-r----r - - - - ,
I.SO - - - -~ --- -------~*- - -- --~--~--------,---------,------.--- .-----
!. 25 1----r----;--r----t--+-t-t--++----+---+--+---+-+--l--+-+-+------+-----~ --t--1---+--+--1f---i u
I er Vl 1.00 ------+--+---+---+--+-+-+-~-~------r----r---~--t--r--t-+-+-+----+-----+--+--+-+--1-+--+-1 z 0 1-cr a:: LU _.J LU
- 0. 7 5 1----+----+--t---+--+--+-~++-----+---+--+---+-+---+-+-+-+-----+--*--j------f-~>---+---+--1-<
u u a: _.J a: Ir 1-u IJ.J Q._ (/) 0. so > - - - - - - - - < f - - - - - - + - - - - - - - - r - - -- -- - --------*--*- ----- --------- --- -- ---- 0.25 0.00
- 0. I 2 2 6 G I0 0 2 6 [l I 00 FREQUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~-----~~~~~~~~--~~-
Lo ad Case: AX!SYMMETRIC GE CO-RASIC ENVELOPL (WIDENED - 15%) Node: ~~~~~ 59 Direction: VERTIC~
~~~~~~~~~-
Elev: 283'-0 Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-307
PERIOD-SEC. I 'J 'J ! '.J r, 1 tJ *;I 1 1 1-1 *I -r--i*---,-------i-- --- -----ri-1-1--r-1-r-;--- - , - - - - - - - 1 r-;--r--j--,---i*-,---i----1 I. SO --- --*--* -- ------- -------- --- **---l -- *1- ------*-------------**--------* -- - -- - - - - - - - * - - - - - - - I. 25 1-----+---+--+--+.--+--1--i-~-----+---~--+---+-+---r--+-T--t-----+---+--<..___. -+--+--!~ u I er v-. 1. 00 z 0 t-cr G::'. w ...J w 0. *75 u u er ...J a: Cr' t-u L&.J CL <Fl 0. 50 - - - - + - - - + - - - + - - - ! - - - --- --- - - - - - - -*-*-t-----+----+--+--t-l--+-+-*H\-~----+11---+-+-4--~,-+-4-I
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0.25 1----r----r-i--t--t---t--t-++---+--+--+-+--+ill+-+-+~W--..~..::.._-+~~~--4-+--+-+--1--+-l--I
"~-~'\*~ \
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- 0. 1 2 6 !3 I 0 2 5 B I 0. 0 2 6 B I 00 F=RfOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~--------------------------~---
Lo ad Case: AXISYMf.fETRIC 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-398
-r-- -
PERIOD-SEC. IU *, ! r_; I, I 0 ,. 1 j-r--j -r-1 r I----, - j r - r - ------r -- -- ---*-11-i-r--1 r -,--,---,------i r ----------- ------- --------- ---- --------------- - - 1 1 1 1
- l. "iO ------------ *- - - - -------- --- ----
I. 25 1------r-----t--t---+---t--t-+--+-+----+----t----+---+-~c-+--t-+--------- -------- ------t---+--+---+---<>--< Ll I CI U"l J. QQ >-----+----+---+--1--+--+---+-+-*-t--*----1""-~---t---t--+--tt-+-tt--t-----+----+----1-~~--f-I z CJ I-- er cc w _J w LJ LJ
- 0. 7 5 1----t---+---+---+---+--t-t-+-+------t-----+---+--+--+--- - -t --------
a: _J cr CY t-u U.J Q_ ll1
- 0. 25 1 - - - - - - - - - - - - - t - - + - + - - + - - + - - + - - - - - - - ~--- - -
- 0. I 2 S !3 I 0 5 !3 I 0. 0 6 [l I DO rnrnurnn -cr<-i Acceleration Spectra for REACTOR ENCL.
~~~~~~~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 32 Direction: VERTICAL Elev: 333'-0 Dampin~: o.oos,o.01,o.02,0.03,o.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-309
PERIOD-SEC. I. 25 !----+----~-- u er z 0 t-cr I (fl c.c: w I.DO - - - ~~- - -- - -ll --
~
\
__J w 0. 7 s +------+----+--+---+---+-~--- -- -~ .. ---------1----+--+---+-+--+-+-+--I LJ LJ er i __J er (t' t-u w c.... Ul s '3 1 0 2 5 !3 10 0 2 6 f3 100 Acceleration Spectra for REACTORENCL.
~----~------------------~------~
Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 12 Direction: VERTICAL Elev: 352'-0 Damping: o.oos,0.01,0.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTORENCLOSUREGLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-310
PERIOD-SEC. 10 (J ! D C ! o c. rrr*r r ,- 1 1-r*--;---i-- *r*-- ---.------- ----r- 1-11-;--r --,------. - -r ---- -- 1 l.'10 - ----*-------------- ---- --- _,____,_ -------- . . ---***------- *-*------------ -----,...-----
]. 25 u
I CI ~ 1.00 r----r------t--t--t-t-t-t-t-+---+--+--+-+-+--+-++-+-----+---+--+--+--+-+-+-+-1 z 0 l-a: Ck: w __J w u u a: __J er Cl:'. t-u w Q.. V1 o.so ~---~--+---+-+-+-+-~r+-----t---+--+--+-+-1-t-++---+----+--+-4-+-+--+-+-t
- 0. I 2 5 9 I 0 2 6 g I 0. 0 2 6 O I 00 l="REOUENCY-CPS Acceleration Spectra for REACTOR ENCL.
~~~~~--~~~~~~~~~~~~-
Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 6 Direction: VERTICAL ~~~~~~~~~ Elev: 410'-0 Damping: o.005,0.01,0.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-311
t'tKIUU-Jtl, ID.O I. 0 0.1 0.01 11 I I I I I I I 11 I I I I I I I I I I I I I I I I I 6 u CE en z 0 tC Ill: l&J
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~ 2
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.. 6 0 100 FREQUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE
~----------~----~----~---------------------
Lo ad Case: AXISYMMETRIC GE CO-RASIC ENVELOPF (WIDENED - 15%) Node: 7 Direction: VERTICAL Elev: 217' Damping: o.oos,o.01,0.02,o.03,o.os
--------~------~ -------------------
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-312
rm !nn ~EC. IC.r. I ~ C. I o.c* 1'1-r-;-i-**1*--,--,----r-;-**1--.-.-1---r-* .-------.-..,-.,-,---r-r--r-----1 l Q * - - - - - - - - - - * * -*- - *---- - - - -,***-****---- --***-**;* *-*------- -.-* - - - - - - - * - - - - - 2.* ~ t-----~---f-- - -- -- - - -t-----1----1- --- - *- ---1--- --*~i--11-+-+-tH u I
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-------~
o.005,0.01,o.02,o.03,o.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-313
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Acceleration Spectra for CONTROL STRUCTURE Lo ad 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A*3t14
P~RIOO*SEC. IC.IJ l.IJ 0.1 I I I I I I I ' I I I., ' I I I I! I I I I I I IJ.!:I u I z 0 s:"REOUENCY-CPS Acceleration Spectra for CONTROL STRUCTURE Lo ad Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 7 Direction: VERTICAL Elev: 269'-0 Dampin~: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A-315
rm IOU *SEC. 10.0 1.0 0.1 o.a 1r*rr1T111~1--r1----T1-----r1----------r111,111rr1-r1--r1--i1r----r1--------__:r1r1~1T1~1r--T1-.,.1----T1-----.- 1 ----------:: I I 5 u I a: Ill z
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~------------~ ------------------------------------ -------------------------------------
Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISVMMETRIC FIGURE 3A-316
P~R:OG-SEC. IC ~ l.'J C. l 0 ~I I I I I I t I.,.... *i I I I I I I I ¥ I l.D r--~--~--r--,---r-ir-r--r""'T-r------r---":"-_,......-,-~,~r-r-ir----------..--,..._........,__.__, 1 I 2.5!--~~+----lf----t--+-t-+-+-+-t------+---+--+--+--+-l~~~~-t---"-~t--t--r-+-+-*~ i ! u u:
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Node: 7 Direction: VERTICAL Elev: 304'-0
--------- ---------------~
Damping: o.oos,o.01,o.02,0.03,0.os LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*317
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Load Case: AXISYMMETRIC GE CO-BASIC ENVELOPE (WIDENED - 15%) Node: 7 Direction: VERTICAL Elev: 332' Damping: o.oo5,o.01,o.02,o.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT CONTROL STRUCTURE LOCAL RESPONSE SPECTRA, VERTICAL, CO - BASIC AXISYMMETRIC FIGURE 3A*318
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Load Case: AXISYMMETRIC GE CO-ADS ~NVELOPE (WIDENED - 15%) Node: 159 Direction: VERTICAL Elev: 177 '-0
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Damping: 0.005,0.01,0.02,0.03,0.05 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN ASSESSMENT REPORT REACTOR ENCLOSURE GLOBAL RESPONSE SPECTRA, VERTICAL, CO - ADS AXISYMMETRIC FIGURE 3A- 319}}