ML19350E560: Difference between revisions
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=Text= | =Text= | ||
{{#Wiki_filter:. _ _ _ _ _ _ _ _ - _ | {{#Wiki_filter:. _ _ _ _ _ _ _ _ - _ | ||
: 3. - | : 3. - | ||
Sb M gbJ/U SARGENT & LUND1r ENGINEERN | Sb M gbJ/U SARGENT & LUND1r ENGINEERN SS CAST MON AOE STREET CHICAGO,lLUNOIS 60603 (312) 269-2000 June 17, 1981 Project No: 4536-02 Illinois Power Company Clinton Power Station - Units 1&2 C | ||
SS CAST MON AOE STREET CHICAGO,lLUNOIS 60603 (312) 269-2000 June 17, 1981 Project No: 4536-02 Illinois Power Company Clinton Power Station - Units 1&2 C | |||
Containment Seismic Analysis Information e //f Mr. C. I. Grimes Clinton Licensing Project Manager k f L. | Containment Seismic Analysis Information e //f Mr. C. I. Grimes Clinton Licensing Project Manager k f L. | ||
? '''h Star.dsrdization and Special Projects Branch JUN 2 21981 ~ 1 5- u.a, % , 74 Division of Licensing coawsuca J2 Office of Nuclear Reactor Regulation y N U.S. Nuclear Reguitory Commission / | ? '''h Star.dsrdization and Special Projects Branch JUN 2 21981 ~ 1 5- u.a, % , 74 Division of Licensing coawsuca J2 Office of Nuclear Reactor Regulation y N U.S. Nuclear Reguitory Commission / | ||
Line 32: | Line 29: | ||
Attachment II Dynamic data sheets for the seismic horizontal contain- , | Attachment II Dynamic data sheets for the seismic horizontal contain- , | ||
ment model shown in the FSAR Figure 3.7 - 30. ! | ment model shown in the FSAR Figure 3.7 - 30. ! | ||
Attachment III Soil properties data for each layer of the soil finite element model shown in FSAR Figure 3.7-57. | Attachment III Soil properties data for each layer of the soil finite element model shown in FSAR Figure 3.7-57. | ||
This information was requested by Mr. Choksi of the NRC Structural Engineering Branch. | This information was requested by Mr. Choksi of the NRC Structural Engineering Branch. | ||
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- THIS DOCUMENT CONTAINS A 19 8: | - THIS DOCUMENT CONTAINS A 19 8: | ||
POOR QUAUTY PAGES | POOR QUAUTY PAGES | ||
- . - ~ ,. | - . - ~ ,. | ||
i l | |||
l SARGENT & LUNDY l ENo t N E ER S ss East MON ROC STR ttT CNICAGO fLLINOla 60603 TELEPMONE 312 268 2000 l | |||
i | |||
SARGENT & LUNDY l ENo t N E ER S ss East MON ROC STR ttT CNICAGO fLLINOla 60603 TELEPMONE 312 268 2000 l | |||
1 June 17, 1991 i Pro ject No: 4536-02 l Illinois Powar Company Clinton Power Station - Units 1&2 Containment Seismic Analysis Information Mr. C. I. Grimes Clinton Licensing Project Manager Standardization and Special Projects Branch Division of Licensing Office of Nuclear Reactor Regulation U.S. Nuclear Reguitory Commission Wahsington, D.C. 20555 | 1 June 17, 1991 i Pro ject No: 4536-02 l Illinois Powar Company Clinton Power Station - Units 1&2 Containment Seismic Analysis Information Mr. C. I. Grimes Clinton Licensing Project Manager Standardization and Special Projects Branch Division of Licensing Office of Nuclear Reactor Regulation U.S. Nuclear Reguitory Commission Wahsington, D.C. 20555 | ||
Line 72: | Line 60: | ||
R. A. Witt (1/0) File: 2.4.1 - S&L (1/0) | R. A. Witt (1/0) File: 2.4.1 - S&L (1/0) | ||
@oFY | @oFY | ||
1 | 1 | ||
.3 - | .3 - | ||
: y. , | : y. , | ||
CARCENT.-Q LUNDY ' | CARCENT.-Q LUNDY ' | ||
E N 01 N E E R o | E N 01 N E E R o | ||
-- c Mica no | -- c Mica no | ||
' ATTACHMENT I' Surface Time' History o The horizontal hee field surface time history is given in Table 1. | |||
' ATTACHMENT I' | |||
Surface Time' History o | |||
The horizontal hee field surface time history is given in Table 1. | |||
Each line consists of four sets of numbers, the first number'of | Each line consists of four sets of numbers, the first number'of | ||
.each set represents the-time in seconds and the second number cor-responds to the acceleration value in "g" units. These acceleration values should be multiplied by a scale-factor of~2.34 to obtain the SSE motion sp;cified in the free field.at-the ground surface. | .each set represents the-time in seconds and the second number cor-responds to the acceleration value in "g" units. These acceleration values should be multiplied by a scale-factor of~2.34 to obtain the SSE motion sp;cified in the free field.at-the ground surface. | ||
6 G | 6 G | ||
e | e | ||
) | ) | ||
1: . _ _ . . - , _ _ - | 1: . _ _ . . - , _ _ - | ||
; . | ; . | ||
n s.m <. -,- | n s.m <. -,- | ||
ig mp o% a g | |||
ig mp o% a | r . . , | ||
t | t | ||
,1 y 4 1- . | ,1 y 4 1- . | ||
[ ;m *j at- y | [ ;m *j at- y | ||
'o T- w q '; | 'o T- w q '; | ||
.3 . ,3 | .3 . ,3 | ||
: b. " 7. | : b. " 7. | ||
-EE 3 | -EE 3 | ||
o H.e l' | |||
o H.e | s | ||
l' s | |||
. r ca 1 - | . r ca 1 - | ||
. p. 7 | . p. 7 | ||
:9-u8 t( | :9-u8 t( | ||
of' C ;l | of' C ;l ci i~ | ||
ci i~ | |||
O M "JO . ._t 1 U1 O r* (Q l | O M "JO . ._t 1 U1 O r* (Q l | ||
=as. | =as. | ||
Line 137: | Line 97: | ||
- f-L ) N N 84 . | - f-L ) N N 84 . | ||
-..=J in g g -. W MMY . d m | -..=J in g g -. W MMY . d m | ||
alC b -s | alC b -s P* | ||
P* | |||
~C r* M b e O = e c t- r* r e m tO | ~C r* M b e O = e c t- r* r e m tO | ||
* C o tD M m @ c n N t C' S W W @re.r M=AC == .; J:@ ce 5 C3 @ Oo @.? @====01o?= to v@a 4=1@o ***T 5 N e.DCD O = CJ v oMrs(9 e er m | * C o tD M m @ c n N t C' S W W @re.r M=AC == .; J:@ ce 5 C3 @ Oo @.? @====01o?= to v@a 4=1@o ***T 5 N e.DCD O = CJ v oMrs(9 e er m | ||
Line 158: | Line 114: | ||
O. . N.C.=D M E9. | O. . N.C.=D M E9. | ||
N. f4. M. *= = T. @ C1@.Md.t-@. | N. f4. M. *= = T. @ C1@.Md.t-@. | ||
T. @. .=.@. ui f*m.e.ti. r* = W1. tw @ <O | T. @. .=.@. ui f*m.e.ti. r* = W1. tw @ <O m @ C1 O O ** =. *= . | ||
m @ C1 O O ** =. *= . | |||
N es .89 . | N es .89 . | ||
fi c14 4 @l u) 4 @ Q M (* r= C3 CD Cn | fi c14 4 @l u) 4 @ Q M (* r= C3 CD Cn | ||
+ | + | ||
.=.=.=.=*.a..=-.-=..=- = .= .= .= == *. .= .= N N N N N to . | |||
.=.=.=.=*.a..=-.-=..=- = .= .= .= == *. .= .= N N N N N | |||
to . | |||
'D 5 N == 4 P* 4 NiCft CD @ = N = @ P= N P= f* @ f* O O T C .= N == N or N == Q O f"1 f=9 "D tD 4 @ O N N f* O N .= f* d CD N O O O T C1 @ f'l - o *t @ C M = T @ M t.D to r* CD C1 P* N 4 P* T .= CD CD f* == 0 3 4 @ W C Cl @ M u LD Q ::t = (D t* tw O d T C) = 4 G3 4 c4 | 'D 5 N == 4 P* 4 NiCft CD @ = N = @ P= N P= f* @ f* O O T C .= N == N or N == Q O f"1 f=9 "D tD 4 @ O N N f* O N .= f* d CD N O O O T C1 @ f'l - o *t @ C M = T @ M t.D to r* CD C1 P* N 4 P* T .= CD CD f* == 0 3 4 @ W C Cl @ M u LD Q ::t = (D t* tw O d T C) = 4 G3 4 c4 | ||
*- t=O f*M === 0t == o 4M =retr OC Vs M43c1r*QTf*(C 406.=f4 Vife@ 4U1 CD ;) LO(4 CD 0 tot**D c1 *=N ==t') u) | *- t=O f*M === 0t == o 4M =retr OC Vs M43c1r*QTf*(C 406.=f4 Vife@ 4U1 CD ;) LO(4 CD 0 tot**D c1 *=N ==t') u) | ||
Line 179: | Line 130: | ||
(/ . . . O g I 1 8 9e i I 8 4*'4 8 0 0 8 | (/ . . . O g I 1 8 9e i I 8 4*'4 8 0 0 8 | ||
= | = | ||
8 0 8 8 0 0 I i i I; I | 8 0 8 8 0 0 I i i I; I O O O O O O O O O O O O O O O O O O O O O O O'OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO N ti' O T.= C.= f* t2 O T (D et O O ** "D N O o 4 CD 08 LS O 4 C3 N to o T C3 N L3 O 'T CD f4 C O er CD C'8 O O 57 C N O O or C7 04 O O 4 :D | ||
O O O O O O O O O O O O O O O O O O O O O O O'OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO N ti' O T.= C.= f* t2 O T (D et O O ** "D N O o 4 CD 08 LS O 4 C3 N to o T C3 N L3 O 'T CD f4 C O er CD C'8 O O 57 C N O O or C7 04 O O 4 :D | |||
: o. O e .- . . N. r.e .(*1. ef'1 M 'r. T.. ev1e .e @ Q.LD. e e t* t* r* CD. CD. e @e @. Q O. O. =. =. . N. N.* f4. M. M. . . T. | : o. O e .- . . N. r.e .(*1. ef'1 M 'r. T.. ev1e .e @ Q.LD. e e t* t* r* CD. CD. e @e @. Q O. O. =. =. . N. N.* f4. M. M. . . T. | ||
. . T. | . . T. | ||
Line 192: | Line 141: | ||
* Q @ 7 ''' P= tfl d O O N Q T $ O f9OCf'1 Lf1 LDO C O tr @ 2) r1 N 4 @ == C* O O Cs C14 N t- 'r d f"I :D 'r = @ Ct C1 CD | * Q @ 7 ''' P= tfl d O O N Q T $ O f9OCf'1 Lf1 LDO C O tr @ 2) r1 N 4 @ == C* O O Cs C14 N t- 'r d f"I :D 'r = @ Ct C1 CD | ||
't d O ** d *= 0 = O M W M "3 = | 't d O ** d *= 0 = O M W M "3 = | ||
N O *= N O es 't .= ce C* (D cd o - f* O CD tw 4 - = 4 f'1 f4 O N M A o '=1.= ** *r N f4 M = d M - f* .**ef C10 - . - | N O *= N O es 't .= ce C* (D cd o - f* O CD tw 4 - = 4 f'1 f4 O N M A o '=1.= ** *r N f4 M = d M - f* .**ef C10 - . - | ||
: o. O. O. 4' O. O. 9 I O. O. O. O. o. o. o. O. *. | : o. O. O. 4' O. O. 9 I O. O. O. O. o. o. o. O. *. | ||
Line 198: | Line 146: | ||
. o. o. o. o. o. o. O. O. o. O. O. O. O. O. O. O. O. o. O. | . o. o. o. o. o. o. O. O. o. O. O. O. O. O. O. O. O. o. O. | ||
I I I I | I I I I | ||
= O. O. O. O. O. O. O. O. o. o. O. O. O. O. O. o. O. O. O 1 4 I I I I I $ i 8 4 1-1 | = O. O. O. O. O. O. O. O. o. o. O. O. O. O. O. o. O. O. O 1 4 I I I I I $ i 8 4 1-1 Ot O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O f> O O O O O O O O O O O O O O O O O O = t'1 Cl f1 f* - c CS M t- *= c C) M t- = m o f"3 m = m et f9 f* = c 31 f7 r= .= c m M r* == 4 Ct M f* | ||
Ot O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O f> O O O O O O O O O O O O O O O O O O = t'1 Cl f1 f* - c CS M t- *= c C) M t- = m o f"3 m = m et f9 f* = c 31 f7 r= .= c m M r* == 4 Ct M f* | |||
* 61 C1 t'1 t* = A C1 ai r* = 0 o c1 t-6= | * 61 C1 t'1 t* = A C1 ai r* = 0 o c1 t-6= | ||
m.e0 0 0. *.= == N. N. N. (4. (9 r. 4 4. u1. d. @. Q. c. ts tw (D. Cu. | m.e0 0 0. *.= == N. N. N. (4. (9 r. 4 4. u1. d. @. Q. c. ts tw (D. Cu. | ||
. . . (D. m. C.1 O. O. o. =. =. N.r. N. w a.N.c.M.@.M. @. T. | . . . (D. m. C.1 O. O. o. =. =. N.r. N. w a.N.c.M.@.M. @. T. | ||
@. .N. is . (D. C. CD. C.D G. O. O.. O. *= =. | @. .N. is . (D. C. CD. C.D G. O. O.. O. *= =. | ||
Line 228: | Line 173: | ||
*OGC Jf 1 | *OGC Jf 1 | ||
. ,/N N i 1 | . ,/N N i 1 | ||
m 4 | m 4 N. | ||
N. | |||
-c .! | -c .! | ||
8 - N M W o @ e--.=*== | 8 - N M W o @ e--.=*== | ||
Line 236: | Line 179: | ||
.E | .E | ||
* l eO U | * l eO U | ||
, _ . ,, , - - ~r-* - - | , _ . ,, , - - ~r-* - - | ||
4 | 4 | ||
, ___ , _ . _ _. ? . - - - > - - 2 - - Au- .- -_ x' - -- s _ __r .a. i. | , ___ , _ . _ _. ? . - - - > - - 2 - - Au- .- -_ x' - -- s _ __r .a. i. | ||
,S * | ,S * | ||
.- (**, U | .- (**, U | ||
~). | ~). | ||
'* =.. ..2 | '* =.. ..2 | ||
Line 252: | Line 190: | ||
t-. | t-. | ||
M | M | ||
'O | 'O | ||
+F T.i | +F T.i | ||
= - | = - | ||
u-o a L i c hi c.- c. | u-o a L i c hi c.- c. | ||
r* O v U t t <r' | r* O v U t t <r' o, 9 *_ _ . , . | ||
o, 9 *_ _ . , . | |||
ano r=. | ano r=. | ||
[--- . | [--- . | ||
U3 O rs i N W w eN A f9>N CQ BA O N 84 wMv E* = | U3 O rs i N W w eN A f9>N CQ BA O N 84 wMv E* = | ||
CD ED O tD e e r* e m CD N v v O to v f* rt 4 N @ f* 't P* @ 'T CD @ 'F to re @ O =F m = Q to C e O C r* @ C3 @ S Q v N N CD r* - @ O CD tD On v O O == @ @ o 23 M O f9 r* f'1419 @ CD re M P F 'T N @ N N 'O CD M O O r1 f* F* 4 O f"I CD C1 T f* d N | CD ED O tD e e r* e m CD N v v O to v f* rt 4 N @ f* 't P* @ 'T CD @ 'F to re @ O =F m = Q to C e O C r* @ C3 @ S Q v N N CD r* - @ O CD tD On v O O == @ @ o 23 M O f9 r* f'1419 @ CD re M P F 'T N @ N N 'O CD M O O r1 f* F* 4 O f"I CD C1 T f* d N | ||
'T CD Q r* 4 5 == N 4 4 3 m O 3 % 9 Os c1 M -r r* C' O r= M ) O N C) 'DM tfi @ N 3CD1OJOn O ONr*Q*ff*d A O i J O O Q .3 O O O = @ O O ') O N J cl '.O .O.g W = 0 C N 4 - f'l J O N = = 0 :D ~7 * = 0 C3 N @ f4 N 'T M C M N CD .'T = 0& r1 r= v (* :D 4 O "? Q O C4 4 O r* Q O N ** *= @ 'T ~) Cs F* C3 * | 'T CD Q r* 4 5 == N 4 4 3 m O 3 % 9 Os c1 M -r r* C' O r= M ) O N C) 'DM tfi @ N 3CD1OJOn O ONr*Q*ff*d A O i J O O Q .3 O O O = @ O O ') O N J cl '.O .O.g W = 0 C N 4 - f'l J O N = = 0 :D ~7 * = 0 C3 N @ f4 N 'T M C M N CD .'T = 0& r1 r= v (* :D 4 O "? Q O C4 4 O r* Q O N ** *= @ 'T ~) Cs F* C3 * | ||
Line 273: | Line 206: | ||
,,, 0 8 I $ $ 1 I I I l i l 1 l 0 i l I l l 1 0 4 1 1 0 8 I l I I O O O. O O O O O O O O O O O O O O O O O O O O O O O O O. O O O O O O O O O O O O O O O O O O O O O O O O O *=O4 O *)OM O f* | ,,, 0 8 I $ $ 1 I I I l i l 1 l 0 i l I l l 1 0 4 1 1 0 8 I l I I O O O. O O O O O O O O O O O O O O O O O O O O O O O O O. O O O O O O O O O O O O O O O O O O O O O O O O O *=O4 O *)OM O f* | ||
(9 r= - e m f1 r* *= 4 @ t's 5 .== c c) M r* =. a. ct M r= * @ m.= t"l r* = @ c) M r* = 4 m .M. .r= = @ o M N = in o f4 W = c 03 f9 t' M M f'1 N. N. M. r1. fi. 't. e 4 0. @. Q. Q. f* r* r=. CD. CD. @. 01 @ O. O. =. =. . N. N. fi. f7. C'1. 'T. T. @. @. c. @. Q. N r* f* CD. 3. @.. @. | (9 r= - e m f1 r* *= 4 @ t's 5 .== c c) M r* =. a. ct M r= * @ m.= t"l r* = @ c) M r* = 4 m .M. .r= = @ o M N = in o f4 W = c 03 f9 t' M M f'1 N. N. M. r1. fi. 't. e 4 0. @. Q. Q. f* r* r=. CD. CD. @. 01 @ O. O. =. =. . N. N. fi. f7. C'1. 'T. T. @. @. c. @. Q. N r* f* CD. 3. @.. @. | ||
. 'T. O. T. O. *. . . N. | . 'T. O. T. O. *. . . N. | ||
N N N N N N N N N N N N N N N N N N N N M ("1 M M t') M C1 f7 M M M M M ("3 M (*) fi ("3 M C7 ("3 M f7 P3 M 'T e v v v v 4 4 Y v T v | N N N N N N N N N N N N N N N N N N N N M ("1 M M t') M C1 f7 M M M M M ("3 M (*) fi ("3 M C7 ("3 M f7 P3 M 'T e v v v v 4 4 Y v T v | ||
== N P O e 87 @ m == P1 f* CD @ CD r* O @ ~ @ r* ** N - m (D CD c O (D N r= N CD c1 to N CD o N m == M C e o "D r= t'1 c1 (D N O @ r* - F* O of1 N 03 't t 4 % = c - a r* 4 5 es CD P3 f'l @ O N *7 @ CD Q (D Q D = G N O O O t' .3 e Q O =? Q r= :D er O M M @ N er o t* m CD @ C1 'r r1 O (D O in M .= @ m N :D O ce M O f1 - == 0 O C1 N r* | |||
== N P O e 87 @ m == P1 f* CD @ CD r* O @ ~ @ r* ** N - m (D CD c O (D N r= N CD c1 to N CD o N m == M C e o "D r= t'1 c1 (D N O @ r* - F* O | |||
of1 N 03 't t 4 % = c - a r* 4 5 es CD P3 f'l @ O N *7 @ CD Q (D Q D = G N O O O t' .3 e Q O =? Q r= :D er O M M @ N er o t* m CD @ C1 'r r1 O (D O in M .= @ m N :D O ce M O f1 - == 0 O C1 N r* | |||
M C @ d v == 0 C4 O Q = Q Q G N == CD Q v c O c 'Dr=C4 tt) C)== | M C @ d v == 0 C4 O Q = Q Q G N == CD Q v c O c 'Dr=C4 tt) C)== | ||
0 t'14 Om== a=t'l =CD Ceodr**F N 'rcD C4CD - Ca N@ @N MO O (:.) | 0 t'14 Om== a=t'l =CD Ceodr**F N 'rcD C4CD - Ca N@ @N MO O (:.) | ||
Line 288: | Line 216: | ||
O M 't = N @ v *= = 0 O M d N r* r* A N f1 e 'T ** ** O fv == = N 'F O f a O O O d f* :"1 N O ce N - - - O V = 0 :D C fi f'1 M O 4 O %3. = | O M 't = N @ v *= = 0 O M d N r* r* A N f1 e 'T ** ** O fv == = N 'F O f a O O O d f* :"1 N O ce N - - - O V = 0 :D C fi f'1 M O 4 O %3. = | ||
; O. O.,Oe O. O. O. O. O. O. O. O. O. O. O. O. O. .O O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. =. 0 0 0. C. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. | ; O. O.,Oe O. O. O. O. O. O. O. O. O. O. O. O. O. .O O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. =. 0 0 0. C. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. | ||
* ^ * (_ ') I I l8 1 8 8 1 8 8 9.ep ,1 1 1 4 1 8 8 4 4 6 8 1 1 I i a1 8 4 i l l i 1 8 | * ^ * (_ ') I I l8 1 8 8 1 8 8 9.ep ,1 1 1 4 1 8 8 4 4 6 8 1 1 I i a1 8 4 i l l i 1 8 OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO fN O O -f C3 N O O *7 3 N Q O tr :D N Q O 'T CD N @ O -f CD N 40 0 *T CD N LD O e O N O O v O ("o G O 'I C3 CN O O v CD C4 4 O 't 3 c4 Q N. re. f".3 r1. f1. et. v. 0 4 4 4.3 G. r=. f*.tm | ||
OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO fN O O -f C3 N O O *7 3 N Q O tr :D N Q O 'T CD N @ O -f CD N 40 0 *T CD N LD O e O N O O v O ("o G O 'I C3 CN O O v CD C4 4 O 't 3 c4 Q N. re. f".3 r1. f1. et. v. 0 4 4 4.3 G. r=. f*.tm | |||
. . . .Q. Q . C' 3. Os O. O. | . . . .Q. Q . C' 3. Os O. O. | ||
. ==. . N. n. (1. c1. M. V. 'T. @. W. W. .G. . .@. t* r* t* C. :D. " i @ O. O. O. =. = ==. N. O.f P.3 C1. M. | . ==. . N. n. (1. c1. M. V. 'T. @. W. W. .G. . .@. t* r* t* C. :D. " i @ O. O. O. =. = ==. N. O.f P.3 C1. M. | ||
N N N N N N N EN N N N N 00 N N N N N N N P3 F3 M f') (") M C1 c) M M M M t') M f) M M M C') (9 (") (*) (9 M M v v v v v v v v v v T T v trl N - N @ == 4 CD fn ri r e at - (D 'T f* - to 29 (D = 4 <D N N r* M N = v v v v t'1 tD F* Q @ - 4 O O @ m e = 'T O :"1 N O f1 *T f* c Y Q d 3 CD = 0 C f* | N N N N N N N EN N N N N 00 N N N N N N N P3 F3 M f') (") M C1 c) M M M M t') M f) M M M C') (9 (") (*) (9 M M v v v v v v v v v v T T v trl N - N @ == 4 CD fn ri r e at - (D 'T f* - to 29 (D = 4 <D N N r* M N = v v v v t'1 tD F* Q @ - 4 O O @ m e = 'T O :"1 N O f1 *T f* c Y Q d 3 CD = 0 C f* | ||
4 O (D LD == O M r* | 4 O (D LD == O M r* | ||
Line 318: | Line 242: | ||
O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O O. O. O. 00000000 O. O O. O. O. O. O. O. O. O. | O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O O. O. O. 00000000 O. O O. O. O. O. O. O. O. O. | ||
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- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - P 000000000000000000000000000000000000000000000000300000000 1 593715937559371 59371 59371 59375 59371 5931 159371 59371593715 5556677788999001 1 1 | - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - P 000000000000000000000000000000000000000000000000300000000 1 593715937559371 59371 59371 59375 59371 5931 159371 59371593715 5556677788999001 1 1 22333445556677708999001 1 122333445556677 444444444444455555555555555555555555556666666666666666666 3623739891 24856126861 681 802977864809261 71 76020538041 2551 1 1 1 09697258 938 1 25l G6338 388348 248362048 02338824347807982528 938351 923081 436504731 06664628347628790961 02093555297377 0 21 1 095380512441 62867612383576607888 375251 42091 76629296517 53031321 3335623320356301 | ||
22333445556677708999001 1 122333445556677 | |||
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- 1 4543301 3 0001 1 1 43000022100001 3321 000000000000000000000000000000000000000000000000000000000 | - 1 4543301 3 0001 1 1 43000022100001 3321 000000000000000000000000000000000000000000000000000000000 | ||
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7 | 7 00000000000000000000000000000000000000000000000o000000000 04826040260482604826048260482604826040260402604b260402604 5556677788999001 8 1 22333445556677780999001 58 | ||
. . . . . . 2 2 3 3 3 4 4 5 5 5.G. 6 7 7 444444444444455555555555555555555555556666666666666666666 160600635501 50348'96021 74772841 1 1 9503061 1 27084557998541 853 001 35520850283345541 49834688600631 4991 52635778399409431 29 032233721 4064647h5 + | |||
00000000000000000000000000000000000000000000000o000000000 04826040260482604826048260482604826040260402604b260402604 5556677788999001 8 1 22333445556677780999001 58 | |||
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933G79320003047b1 01 7779u20734048 : | 933G79320003047b1 01 7779u20734048 : | ||
8 3553301 21008 20JJ8 0008 21 000013320 000000000000000000000000000000000000000000000000000000000 | 8 3553301 21008 20JJ8 0008 21 000013320 000000000000000000000000000000000000000000000000000000000 00000000000000000000000000000000000000003J000000000000000 9371 59375 59371 593715937 1 59375 59371 59371 39378 59371 50371 593 45566677688990001 1 222334445566677888990001 1 22233444556667 4444444444444555555555555555.555555555566G6666666666666666 60612261 01G97263008748 2628721 39126320u l 2744431 736453 s454 20762571 506274322208 8254646 9739S7020256095 74c6i46628520300290602 928 023071 02464909291 695 91 433t 5 781 0861 5 49471 31 991 548 8 4531 1 33948477302999269957895123953d953674501 1 4345423302464C00345331 021 00020 r31 0008 221 001 02420 980254521 362898 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000o00000000000000000 82604826048260482604826c402604826048260i02604026048260482 45566677688990001 1 | ||
00000000000000000000000000000000000000003J000000000000000 9371 59375 59371 593715937 1 59375 59371 59371 39378 59371 50371 593 45566677688990001 1 | |||
222334445566677888990001 1 22233444556667 | |||
4444444444444555555555555555.555555555566G6666666666666666 60612261 01G97263008748 2628721 39126320u l 2744431 736453 s454 20762571 506274322208 8254646 9739S7020256095 74c6i46628520300290602 928 023071 02464909291 695 91 433t 5 781 0861 5 49471 31 991 548 8 4531 1 33948477302999269957895123953d953674501 1 4345423302464C00345331 021 00020 r31 0008 221 001 02420 980254521 362898 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 | |||
000000000000000000000000000000000000000o00000000000000000 82604826048260482604826c402604826048260i02604026048260482 45566677688990001 1 | |||
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x . | |||
j | j | ||
( b | ( b 171 6.760 - 03151% 6.770 .'023898 6.780 .016305 6.790 .008069 , | ||
171 6.760 - 03151% 6.770 .'023898 6.780 .016305 6.790 .008069 , | |||
172 6.800 .0008L2 6.810 .080389 6.820 .019288 6.830 .028001 4536-SD-047-081rr04 173 6.840 .036693 6.650 .044396 6.860 .051206 6.870 .049057 174 6.880 .,048409 6.890 .04G535 6.900 .043G91 6.910 .039595 Rev. 03 175 6.920 .036556 6.930 .C34574 6.940 .032395 6.950 .030017 4/226/78 , | 172 6.800 .0008L2 6.810 .080389 6.820 .019288 6.830 .028001 4536-SD-047-081rr04 173 6.840 .036693 6.650 .044396 6.860 .051206 6.870 .049057 174 6.880 .,048409 6.890 .04G535 6.900 .043G91 6.910 .039595 Rev. 03 175 6.920 .036556 6.930 .C34574 6.940 .032395 6.950 .030017 4/226/78 , | ||
176 G.960 .026994 6.970 .027350 6.980 .027426 6.990 .027377 177 7.000 .027325 7.010 .0tu074 7.020 .000023 7.030 .000353 178 7.040 .009355 7.050 .016259 7.060 .026703 7.070 .035032 179 7.000 .042617 7.090 .040430 7.800 .038206 7.110 .035478 100 7.120 .032372 7.130 .029160 7.140 .025937 7.150 .02270t 181 7 160 .0IO5GP 7.170 .014811 7.100 .009637 7.190 .005:50 162 7.200 .0006/3 7.250 .00J629 7.220 .007950 7.230 .012290 183 7.240 .08C259 7.250 .020893 7.260 .023657 7.270 .019u45 104 7.200 .045044 7.290 .012110 7.300 008298 7.310 .003S77 185 7.320 .001:22 7.330 .CO23G7 7.340 .0035u3 7.350 .004766 1E6 7.360 .006195 7.370 .00/492 7.380 .000744 7.390 .015ro7 . | 176 G.960 .026994 6.970 .027350 6.980 .027426 6.990 .027377 177 7.000 .027325 7.010 .0tu074 7.020 .000023 7.030 .000353 178 7.040 .009355 7.050 .016259 7.060 .026703 7.070 .035032 179 7.000 .042617 7.090 .040430 7.800 .038206 7.110 .035478 100 7.120 .032372 7.130 .029160 7.140 .025937 7.150 .02270t 181 7 160 .0IO5GP 7.170 .014811 7.100 .009637 7.190 .005:50 162 7.200 .0006/3 7.250 .00J629 7.220 .007950 7.230 .012290 183 7.240 .08C259 7.250 .020893 7.260 .023657 7.270 .019u45 104 7.200 .045044 7.290 .012110 7.300 008298 7.310 .003S77 185 7.320 .001:22 7.330 .CO23G7 7.340 .0035u3 7.350 .004766 1E6 7.360 .006195 7.370 .00/492 7.380 .000744 7.390 .015ro7 . | ||
Line 412: | Line 298: | ||
, 223 8.040 .015777 U.850 .012256 8.860 .008302 0.070 .005412 224 8.880 .001835 0.890 .001021 8.900 .005478 0.910 .003SO4 225 8.920 .001709 8.930 .300092 8.940 001922 0.950 .003778 __ | , 223 8.040 .015777 U.850 .012256 8.860 .008302 0.070 .005412 224 8.880 .001835 0.890 .001021 8.900 .005478 0.910 .003SO4 225 8.920 .001709 8.930 .300092 8.940 001922 0.950 .003778 __ | ||
226 8.560 .005633 .'O.970 .002971 0.980 .000367 8.990 .002010 227' 9.000 .004213 9.010 .006244 9.020 .008461 9.030 .010759 I SARGENT LUUli7 | 226 8.560 .005633 .'O.970 .002971 0.980 .000367 8.990 .002010 227' 9.000 .004213 9.010 .006244 9.020 .008461 9.030 .010759 I SARGENT LUUli7 | ||
. . _ ._ . . S. O ' t 4 % . | . . _ ._ . . S. O ' t 4 % . | ||
Page 10 l | Page 10 l | ||
.p ' ' | .p ' ' | ||
}y u G , %,' | }y u G , %,' | ||
Line 424: | Line 307: | ||
23 :9.160 .022981 9.170 .024719- 9.180- .026459 9.190 . 019380 ' | 23 :9.160 .022981 9.170 .024719- 9.180- .026459 9.190 . 019380 ' | ||
232 9.200 .011929 9.280 ' .004790 9.220' .002098 9.230 .008733 . | 232 9.200 .011929 9.280 ' .004790 9.220' .002098 9.230 .008733 . | ||
233 9.240 .0tS3G7 '9.250 . .010721 9.260 .006073 9.270 001416' 234 9.280 .002688 .9.290 .006240 9.300 .012657 9.310- .020302 | 233 9.240 .0tS3G7 '9.250 . .010721 9.260 .006073 9.270 001416' 234 9.280 .002688 .9.290 .006240 9.300 .012657 9.310- .020302 235 9.320 .027228 9.330 .033378 9.340 .036418 9.350' .037768 .- - | ||
235 9.320 .027228 9.330 .033378 9.340 .036418 9.350' .037768 .- - | |||
236' 9.360 .037426 9.370 .025657 9.380 .014164 9.390. .003772 ' | 236' 9.360 .037426 9.370 .025657 9.380 .014164 9.390. .003772 ' | ||
237 9.400 .003937 9.480 .000905 9.420 .013894 9.430 .007Sl4 - U' | 237 9.400 .003937 9.480 .000905 9.420 .013894 9.430 .007Sl4 - U' | ||
.238 9.440 .001161 9.450 .005068 9.460 .009096' .9.470- .012004 'j'- | .238 9.440 .001161 9.450 .005068 9.460 .009096' .9.470- .012004 'j'- | ||
239 .9.480 .013628 9.490 .004616 0.500 004396 9.510 .008300 ig ; | 239 .9.480 .013628 9.490 .004616 0.500 004396 9.510 .008300 ig ; | ||
240 9.520 .011675 9.530 .012937 9.540 .012093 9.550 .009444 241 9.560 .0034d0 9.570 .003420 9.580 .010907 9.590 .018:09 | 240 9.520 .011675 9.530 .012937 9.540 .012093 9.550 .009444 241 9.560 .0034d0 9.570 .003420 9.580 .010907 9.590 .018:09 242 9.600 .023446 9.680 .026513 9.620 .027384 9.630 .024973 243 9.640 .021205 9.650 .012675 9.660 004526 9.670 003772 " | ||
i-244 9.680 .006045 9.690 .007765 9.700 .007387 9.710 .0J1389 245 9.720 .010070 9.730 .018368 9.740 .024372 9.750 .028082 246 9.760 .031794 9.770 .018873 9.780 .005577 9.790 .009215 247 9.800 02243 9.810 .034074 9.820 .045714 .9.830 .038702.. -TABLE 1 .(cont,d) 248- 9.840 .030994 9.850 .020514 -9.860 .010202 9.870 ' .000060 249 9.880 .007155 9.890 .083116 9.900 .019078 9.910 .010529 | |||
242 9.600 .023446 9.680 .026513 9.620 .027384 9.630 .024973 243 9.640 .021205 9.650 .012675 9.660 004526 9.670 003772 " | |||
'250 9.920 .001602 9.930 .008844 9.940 .018032 9.950 .025964 4-251 9.960 .026140 9.970 .022993 9.980 .025392 9.990 .021541. | '250 9.920 .001602 9.930 .008844 9.940 .018032 9.950 .025964 4-251 9.960 .026140 9.970 .022993 9.980 .025392 9.990 .021541. | ||
J n | |||
J | |||
n | |||
t | t | ||
-l: | -l: | ||
1. | 1. | ||
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Page 11 . | Page 11 . | ||
r_ :==n :c u u .:o. : | r_ :==n :c u u .:o. : | ||
I | I SAR2ENT O LUNDY CNOsNEtno CHICA40 4 | ||
ATTACR!iUT II l | |||
SAR2ENT O LUNDY CNOsNEtno CHICA40 | |||
Containment Model e | Containment Model e | ||
The containment building model for the horizontal seismic excitation is provided in Table 2. (Refer to attached FSAR Figure 3.7-30 for node:and element numbers.) The mass of the system is idealized by | The containment building model for the horizontal seismic excitation is provided in Table 2. (Refer to attached FSAR Figure 3.7-30 for node:and element numbers.) The mass of the system is idealized by | ||
Line 472: | Line 331: | ||
Joint coordinates are given in the global coordinate system. The 3 | Joint coordinates are given in the global coordinate system. The 3 | ||
global X and Y axes correspond to the plant East-West and North-South axes, respectively, fc? the horizontal model. The top of the containment base slab is chosen as the datum at an elevation of 100 ft. | global X and Y axes correspond to the plant East-West and North-South axes, respectively, fc? the horizontal model. The top of the containment base slab is chosen as the datum at an elevation of 100 ft. | ||
The member properties for each element are in terms of the local coordinate system. The local x-axis is oriented from the start joint to the end joint of each member. Tii 2 local y and z-axes are oriented according to a right-hand system with the local z-axis in the global X-Z plane. The effective shear area of each member is computed by dividing Lie cross-sectional area by the shear shape factors, SF-Y and SF-Z. The stiffness matrices for the members with input stiffness are included. | |||
Joint weights and weight moments of inertia are in terms of the glooal coordinate system. | Joint weights and weight moments of inertia are in terms of the glooal coordinate system. | ||
Boundary conditions for the containment model node points are listed. | Boundary conditions for the containment model node points are listed. | ||
A one (1) indicates that the specified degree of freedom is fixed, a zero (0) that it is free. Boundary conditions are identified in the~ global coordinate system. | A one (1) indicates that the specified degree of freedom is fixed, a zero (0) that it is free. Boundary conditions are identified in the~ global coordinate system. | ||
Damping' values for each node are also included. | Damping' values for each node are also included. | ||
A | A | ||
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m | m | ||
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b . | b . | ||
s | s n-V N | ||
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H 1 6 | H 1 6 | ||
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- "t88timmI"88034:r84"RM38 | - "t88timmI"88034:r84"RM38 | ||
: 1;5s~J4:& assainiaJisai Rec 343FRt8b24kRSBM8ticWSI284MO | : 1;5s~J4:& assainiaJisai Rec 343FRt8b24kRSBM8ticWSI284MO | ||
$$~IIEEECgOd$hdSbOddf$$gsaasggggggiadJaei;&sJaa | $$~IIEEECgOd$hdSbOddf$$gsaasggggggiadJaei;&sJaa IIIC --~~~tufddd%%$IIIII 2- gig 8 | ||
g "t888888888888888.g88838888888888888888888888888888888888 5, -* | |||
IIIC --~~~tufddd%%$IIIII 2- gig | |||
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Line 526: | Line 360: | ||
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~~~~~~-~~~NNNNNm -N-E ~ RnnTT777777/7@@@@ , | ~~~~~~-~~~NNNNNm -N-E ~ RnnTT777777/7@@@@ , | ||
kw k | kw k | ||
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~ '#. | ~ '#. | ||
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D. . M.88HBO | D. . M.88HBO 45Q M f1 B + . | ||
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Line 591: | Line 407: | ||
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Line 597: | Line 412: | ||
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m u ~ o, | m u ~ o, | ||
Line 609: | Line 420: | ||
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Line 628: | Line 435: | ||
v-. o. | v-. o. | ||
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c 1 tad Q w* w e's 1 | |||
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Line 641: | Line 442: | ||
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8,89882888888 8888888888888 8888888888888888888888888 88 | 8,89882888888 8888888888888 8888888888888888888888888 88 | ||
~ | ~ | ||
3 888888888888.' | 3 888888888888.' | ||
NNNNNNNNNNNN' | NNNNNNNNNNNN' | ||
-8888888888888 8888888888888888888888888 83 . . | -8888888888888 8888888888888888888888888 83 . . | ||
. W- NNNNNNNNNNNNN Nfu N N N N N N N N N N N N*W N Neu N.W N N N N N ' '4 A | . W- NNNNNNNNNNNNN Nfu N N N N N N N N N N N N*W N Neu N.W N N N N N ' '4 A | ||
: 8888888888.88 | : 8888888888.88 | ||
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Line 698: | Line 476: | ||
8 8080 8 088888'88 SS z.r. r.a. r.r. r.r r.s.e.8 8 8 8 0 0 0 9. ,o ,d OeWW . e. | 8 8080 8 088888'88 SS z.r. r.a. r.r. r.r r.s.e.8 8 8 8 0 0 0 9. ,o ,d OeWW . e. | ||
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3 -888888888883 | |||
-a 8883839998200 03.8.555665.&.&.&.A.5555.E.55.6.E.G.88 58 a FSF8000000W ... .OW CommeAeAmrAme N~ndm e | -a 8883839998200 03.8.555665.&.&.&.A.5555.E.55.6.E.G.88 58 a FSF8000000W ... .OW CommeAeAmrAme N~ndm e | ||
mn =weeNNe s e W W ~ s ,. m m ,m m m m m m m m m m m m m m e,.e, em Q mMmmmMMm 00= .~~ .sssssssssss~O W u """"*****mu17 | mn =weeNNe s e W W ~ s ,. m m ,m m m m m m m m m m m m m m e,.e, em Q mMmmmMMm 00= .~~ .sssssssssss~O W u """"*****mu17 | ||
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Line 714: | Line 487: | ||
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Line 728: | Line 497: | ||
8 u N = = = = = = = M O O.J ============= | 8 u N = = = = = = = M O O.J ============= | ||
00000000 N N eu N N N N na N > r m | 00000000 N N eu N N N N na N > r m | ||
.C.2.O.O.O.O.O.O.O.O===b.b.O.O.O.O.O.O.O.O.O.O.O.JO.b.NNNN3.NNNNNNNrw200000 WWWWOOOOOOOM*==rr | .C.2.O.O.O.O.O.O.O.O===b.b.O.O.O.O.O.O.O.O.O.O.O.JO.b.NNNN3.NNNNNNNrw200000 WWWWOOOOOOOM*==rr | ||
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Line 737: | Line 505: | ||
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749 d A m m ====JO = N m O ===W=NNN=NNNNNWNNmmMnnmMMM J N W e O = N F'% r W J h e W e Q a N M Z W J A W O=NmrWJ,.GeO=NMormrN F777ff77srWWWWJWMG M | 749 d A m m ====JO = N m O ===W=NNN=NNNNNWNNmmMnnmMMM J N W e O = N F'% r W J h e W e Q a N M Z W J A W O=NmrWJ,.GeO=NMormrN F777ff77srWWWWJWMG M | ||
* W J h e e O = N m N s M o m e O = 84 r m ? W J N e m e O = N m 7 p d A @ e O = N ,t r W J ,. m e c = N 9 NW,. = | * W J h e e O = N m N s M o m e O = 84 r m ? W J N e m e O = N m 7 p d A @ e O = N ,t r W J ,. m e c = N 9 NW,. = | ||
Line 750: | Line 517: | ||
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88 88888888 8888888888888888888888888888888 1 88- 88888888 88888888888888888888888888888'88 | 88 88888888 8888888888888888888888888888888 1 88- 88888888 88888888888888888888888888888'88 | ||
' 44 aaaaaaa~ aaaaaaaaaa444444&aaaaaaaaaaaaaa e | ' 44 aaaaaaa~ aaaaaaaaaa444444&aaaaaaaaaaaaaa e | ||
i 88 88888888 8888888888888888888888888888888 g as aaaaaaa4 a44444444444444444444444444&a44 5.R. h h.h.h k.%.44 | i 88 88888888 8888888888888888888888888888888 g as aaaaaaa4 a44444444444444444444444444&a44 5.R. h h.h.h k.%.44 | ||
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Line 774: | Line 529: | ||
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2 &6&&6&&A66 | 2 &6&&6&&A66 | ||
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Line 797: | Line 544: | ||
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b B555922G8288i52955555555555555555555898222982 | |||
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Line 843: | Line 572: | ||
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Line 892: | Line 601: | ||
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Line 903: | Line 607: | ||
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Line 920: | Line 619: | ||
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l l | l l | ||
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l 2 | l 2 | ||
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Line 962: | Line 644: | ||
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Line 971: | Line 650: | ||
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U dg 00000000000000000000000000000000000=000000000000000000000 E | |||
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M e | M e | ||
0000000000000000000000000n000000 COO =OOOOOOccO OOooOccogogo | 0000000000000000000000000n000000 COO =OOOOOOccO OOooOccogogo 8 S h | ||
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Line 1,011: | Line 665: | ||
T7 3 88888888888888888888888888 W | T7 3 88888888888888888888888888 W | ||
h 5 - | h 5 - | ||
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Line 1,017: | Line 670: | ||
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Line 1,026: | Line 677: | ||
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o *NNNsiddddYdd8NddsSisssdddd ee M | o *NNNsiddddYdd8NddsSisssdddd ee M | ||
3 hE8e'I8[s$dm88hEhhb$MhIb8o _ = -E | 3 hE8e'I8[s$dm88hEhhb$MhIb8o _ = -E | ||
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Line 1,122: | Line 731: | ||
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~ | ~ | ||
O i N ' | |||
O i | |||
N ' | |||
a C ~ - | a C ~ - | ||
h 8 1 k | |||
h 8 1 | 0 | ||
.I . | .I . | ||
E C | E C | ||
E c - | E c - | ||
l I | l I | ||
* * * * | * * * * | ||
* e . . . . . . . . .......,, ,, ,, ,, ,,, Q f et = -== = 4 m m m m m m m m m an u =,a n s us,,,n 5 | * e . . . . . . . . .......,, ,, ,, ,, ,,, Q f et = -== = 4 m m m m m m m m m an u =,a n s us,,,n 5 | ||
.E. - | .E. - | ||
d | d | ||
***6* N e4 m ee 9 | ***6* N e4 m ee 9 | ||
- _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ ._ ._ - - er -r '-- | - _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ ._ ._ - - er -r '-- | ||
l | l | ||
~ l | ~ l l | ||
l | |||
1 - | 1 - | ||
l e | l e | ||
A . | A . | ||
Y a . | Y a . | ||
g . | g . | ||
E 5 - | |||
E | |||
5 - | |||
5 i | 5 i | ||
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* O 0 r3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 . | * O 0 r3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 . | ||
0 | 0 | ||
$ enemtreceessanssiassannsassgsg < | $ enemtreceessanssiassannsassgsg < | ||
5 ' | 5 ' | ||
1 | 1 t | ||
t | |||
~ | ~ | ||
d l | d l | ||
i -- ~ | i -- ~ | ||
: ,; | : ,; | ||
~.'.> | ~.'.> | ||
o sa o2 g< | |||
o sa | |||
o2 | |||
g< | |||
4 > 4 0 7. | 4 > 4 0 7. | ||
104 t | 104 t | ||
Line 1,262: | Line 805: | ||
8 - | 8 - | ||
g ... .. | g ... .. | ||
at Qt 679 sa M | |||
at Qt | |||
679 sa M | |||
4 | 4 | ||
! i e3 '' WEIR | ! i e3 '' WEIR | ||
; Ep WALL o' 5+ '" ' '' | ; Ep WALL o' 5+ '" ' '' | ||
c, 8E o va , .,3 oa - | c, 8E o va , .,3 oa - | ||
x8 22 y4 n , " 25 O 77 RE 5 y@ @o076 0 72 Q"s4 | x8 22 y4 n , " 25 O 77 RE 5 y@ @o076 0 72 Q"s4 95 mz E <' | ||
95 mz E <' | |||
m O o'5 | m O o'5 | ||
* :$ 8 | * :$ 8 | ||
# -* o vi o s2 xg 8 | # -* o vi o s2 xg 8 | ||
-[ *m g"ou"75 | -[ *m g"ou"75 | ||
@ 63 ,e PEDESTA L m@ $ h," 70 O Gi "Em g >-l 7e O O m -1 se | @ 63 ,e PEDESTA L m@ $ h," 70 O Gi "Em g >-l 7e O O m -1 se 05 oz . . | ||
3 l | |||
05 oz . . | NOTE: NUMBERS IN Q REPRESENT ELEMENT nom 6ERS. { | ||
3 | |||
1 | 1 | ||
__ _ ________-_m__ -m m _ __._.-___m_ - _ . _ _ _ _ _ . . _ | __ _ ________-_m__ -m m _ __._.-___m_ - _ . _ _ _ _ _ . . _ | ||
> a. m . - o g | > a. m . - o g | ||
~ | ~ | ||
* ..- - - - . -. . . - - . . L. | * ..- - - - . -. . . - - . . L. | ||
+ | + | ||
SARGENT & LUNDY ENGINEEMS l-CMacAeo i ATTACHMENT III Soil Properties | |||
SARGENT & LUNDY ENGINEEMS l-CMacAeo | |||
i ATTACHMENT III | |||
"- The soil property-data is-provided in Table 3. A copy of Clinton - | "- The soil property-data is-provided in Table 3. A copy of Clinton - | ||
- FSAR fig. 3.7-57 is also attached with material numbers designated for the soil layers which correspond to the material numbers in | - FSAR fig. 3.7-57 is also attached with material numbers designated for the soil layers which correspond to the material numbers in | ||
- Table 3. | - Table 3. | ||
6 e | 6 e | ||
e 6 | |||
e | a 1 | ||
1 | |||
. l l | . l l | ||
l 1 | l 1 | ||
Line 1,329: | Line 837: | ||
l I | l I | ||
I l | I l | ||
w | w | ||
~ | ~ | ||
A,"l . .w-, . . - . . . . . - | A,"l . .w-, . . - . . . . . - | ||
..A' ' | ..A' ' | ||
. CARCONT O LUNDY | . CARCONT O LUNDY | ||
, ENGINEZPO CMsCAGO | , ENGINEZPO CMsCAGO | ||
. TABLE 3 | . TABLE 3 | ||
{'- . | {'- . | ||
SSE SOIL PROPERTIES Modulus of Elasticity Material Mass Density Shear Modulus, Poissons E = 2G ( P :r) | |||
SSE SOIL PROPERTIES | |||
(k-sec2/ft4) | (k-sec2/ft4) | ||
-Number Damping , G (ksf) Ratio, v (ksf, 3.29x10 3 | -Number Damping , G (ksf) Ratio, v (ksf, 3.29x10 3 | ||
~ | ~ | ||
Line 1,381: | Line 879: | ||
4 23 4.100x10 .087 .4 0.527x10 O | 4 23 4.100x10 .087 .4 0.527x10 O | ||
l l | l l | ||
; | ; | ||
il ! ;* ! | il ! ;* ! | ||
s __ | s __ | ||
E = _ | E = _ | ||
C - - _ | C - - _ | ||
ON - | ON - | ||
NO I - | NO I - | ||
DT - | DT - | ||
LM EC | LM EC I | ||
N F UL EOE E FV RTE FAL r . | |||
F UL EOE E FV RTE FAL r | |||
0 | 0 | ||
- 5 7 | - 5 7 | ||
,= | ,= | ||
0 | 0 | ||
- 5 | - 5 2 | ||
sR 7766hs4/. | |||
0 1 1111 11 - | 0 1 1111 11 - | ||
i1 1 3 | i1 1 3 | ||
= | = | ||
e 3 1 7 2 1 1 n n 9_ 9 R 8 7 7 6 5 4 3 2 1 L | e 3 1 7 2 1 1 n n 9_ 9 R 8 7 7 6 5 4 3 2 1 L | ||
- 1 1 1 J1 1 i l_ _ | - 1 1 1 J1 1 i l_ _ | ||
A =. | A =. | ||
t i1 RE E B-TM J | |||
t | |||
i1 RE | |||
E B-TM J | |||
k- - | k- - | ||
AU MN N | AU MN N | ||
Line 1,441: | Line 912: | ||
" ND >99 9 ON MA ._ | " ND >99 9 ON MA ._ | ||
MIL . | MIL . | ||
OO _ | OO _ | ||
CS | CS | ||
- = | - = | ||
r | r | ||
,$ **.$'o 'o7,oe'v. o9" sa 4~ , o=- | ,$ **.$'o 'o7,oe'v. o9" sa 4~ , o=- | ||
- obu_9 oc '' | - obu_9 oc '' | ||
Line 1,457: | Line 923: | ||
g n $=* w*y us i | g n $=* w*y us i | ||
n w o x $ = ts " n 4 | n w o x $ = ts " n 4 | ||
- z 4M | - z 4M mq,x%4 k = h* 8 r xoomF e | ||
mq,x%4 k = h* 8 r xoomF | |||
e | |||
,}} | ,}} |
Revision as of 00:27, 31 January 2020
ML19350E560 | |
Person / Time | |
---|---|
Site: | Clinton ![]() |
Issue date: | 06/17/1981 |
From: | Dingler J SARGENT & LUNDY, INC. |
To: | Charemagne Grimes Office of Nuclear Reactor Regulation |
References | |
NUDOCS 8106230277 | |
Download: ML19350E560 (23) | |
Text
. _ _ _ _ _ _ _ _ - _
- 3. -
Sb M gbJ/U SARGENT & LUND1r ENGINEERN SS CAST MON AOE STREET CHICAGO,lLUNOIS 60603 (312) 269-2000 June 17, 1981 Project No: 4536-02 Illinois Power Company Clinton Power Station - Units 1&2 C
Containment Seismic Analysis Information e //f Mr. C. I. Grimes Clinton Licensing Project Manager k f L.
? h Star.dsrdization and Special Projects Branch JUN 2 21981 ~ 1 5- u.a, % , 74 Division of Licensing coawsuca J2 Office of Nuclear Reactor Regulation y N U.S. Nuclear Reguitory Commission /
Wahsington, D.C. 20555 to im
Dear Mr. Grimes:
Enclosed per instructions given Sargent & Lundy by Mr. G. E. Wuller, is the follow:.ng information used in our containmena seismic analysis.
Attachment I Printout of the horizontal fire field surface acceler-ation time history.
Attachment II Dynamic data sheets for the seismic horizontal contain- ,
ment model shown in the FSAR Figure 3.7 - 30. !
Attachment III Soil properties data for each layer of the soil finite element model shown in FSAR Figure 3.7-57.
This information was requested by Mr. Choksi of the NRC Structural Engineering Branch.
Yours very truly, I
JWD:Oks J. W. Dingldr d)($A /
In duplicate Licensing Project Engineer Attachment Copies:
G. E. Wuller (1/1) P. K. Agrawal (1/0)
H. M. Sroka (1/0) P. A. Nevins (1/0) $O0j R. C. Heider (1/l) CPS D/R Center (1/0) y J. S. Loomis (1/0) NSLD File: 1C-10a (1/0) j R. A. Witt (1/0) File: 2.4.1 - S&L (1/0) jfj j '"' %,,
8106230 W k $_ ils #$
- THIS DOCUMENT CONTAINS A 19 8:
POOR QUAUTY PAGES
- . - ~ ,.
i l
l SARGENT & LUNDY l ENo t N E ER S ss East MON ROC STR ttT CNICAGO fLLINOla 60603 TELEPMONE 312 268 2000 l
1 June 17, 1991 i Pro ject No: 4536-02 l Illinois Powar Company Clinton Power Station - Units 1&2 Containment Seismic Analysis Information Mr. C. I. Grimes Clinton Licensing Project Manager Standardization and Special Projects Branch Division of Licensing Office of Nuclear Reactor Regulation U.S. Nuclear Reguitory Commission Wahsington, D.C. 20555
Dear Mr. Grimes:
Enclosed per instructions given Sargent & Lundy by Mr. G. E. Wuller, is the following informdtion used in our containment seismic analysis.
Attachment I Printout of the horizontal fire field surface acceler-ation time history.
Attachment II Dynamic data sheets for the seismic horizontal contain-ment model shown in the PSAR Figure 3.7 - 30.
Attachment III Soil properties data for each layer of the soil finite element model shown in FSAR Figure 3.7-57.
This information was requested by Mr. Choksi of the NRC Structural Engineering Branch.
Yours very truly,
.L W . Of9MIE A R JWD:dks J. W. Dingler In duplicate Licensing Project Engineer Attachment Copies:
G. E. Wuller (1/1) P. K. Agrawal (1/0)
H. M. Sroka (1/0) P. A. Nevins (1/0)
R. C. Heider (1/1) CPS D/R Center (1/0)
J. S. Loomis (1/0) NSLD File: IC-10a (1/0)
R. A. Witt (1/0) File: 2.4.1 - S&L (1/0)
@oFY
1
.3 -
- y. ,
CARCENT.-Q LUNDY '
E N 01 N E E R o
-- c Mica no
' ATTACHMENT I' Surface Time' History o The horizontal hee field surface time history is given in Table 1.
Each line consists of four sets of numbers, the first number'of
.each set represents the-time in seconds and the second number cor-responds to the acceleration value in "g" units. These acceleration values should be multiplied by a scale-factor of~2.34 to obtain the SSE motion sp;cified in the free field.at-the ground surface.
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== N P O e 87 @ m == P1 f* CD @ CD r* O @ ~ @ r* ** N - m (D CD c O (D N r= N CD c1 to N CD o N m == M C e o "D r= t'1 c1 (D N O @ r* - F* O of1 N 03 't t 4 % = c - a r* 4 5 es CD P3 f'l @ O N *7 @ CD Q (D Q D = G N O O O t' .3 e Q O =? Q r= :D er O M M @ N er o t* m CD @ C1 'r r1 O (D O in M .= @ m N :D O ce M O f1 - == 0 O C1 N r*
M C @ d v == 0 C4 O Q = Q Q G N == CD Q v c O c 'Dr=C4 tt) C)==
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x .
j
( b 171 6.760 - 03151% 6.770 .'023898 6.780 .016305 6.790 .008069 ,
172 6.800 .0008L2 6.810 .080389 6.820 .019288 6.830 .028001 4536-SD-047-081rr04 173 6.840 .036693 6.650 .044396 6.860 .051206 6.870 .049057 174 6.880 .,048409 6.890 .04G535 6.900 .043G91 6.910 .039595 Rev. 03 175 6.920 .036556 6.930 .C34574 6.940 .032395 6.950 .030017 4/226/78 ,
176 G.960 .026994 6.970 .027350 6.980 .027426 6.990 .027377 177 7.000 .027325 7.010 .0tu074 7.020 .000023 7.030 .000353 178 7.040 .009355 7.050 .016259 7.060 .026703 7.070 .035032 179 7.000 .042617 7.090 .040430 7.800 .038206 7.110 .035478 100 7.120 .032372 7.130 .029160 7.140 .025937 7.150 .02270t 181 7 160 .0IO5GP 7.170 .014811 7.100 .009637 7.190 .005:50 162 7.200 .0006/3 7.250 .00J629 7.220 .007950 7.230 .012290 183 7.240 .08C259 7.250 .020893 7.260 .023657 7.270 .019u45 104 7.200 .045044 7.290 .012110 7.300 008298 7.310 .003S77 185 7.320 .001:22 7.330 .CO23G7 7.340 .0035u3 7.350 .004766 1E6 7.360 .006195 7.370 .00/492 7.380 .000744 7.390 .015ro7 .
167 7.400 .023007 7.480 .029675 7.420 .03G326 7.430 .03U030 168 7.440 .039786 7.450 .04 272 7.460 .041778 7.470 .042259 100 7.480 .042732 7.490 .037925 7.500 .033064 7.510 .027i95 19C 7.520 .022519 7.530 .017233 7.540 .011952 191 7.560 .001804 7.570 .003079 7.580 007959 7.550 7 L90
.006706
.006950 TABLE 1 (cont'd) 192 7.600 .009939 7.610 .082248 7.620 .014582 7.630 .016695 193 7.640 .019:00 7.650 .021472 ..J2* o!.4 7.670 .019u10 194 7.600 .016561 7.690 .013865 7.700 .009756 7.110 .011489 195 7.720 .013206 7.730 .014693 7.740 .016565 7.750 .018214
, 19G 7.760 .0I0611 7.770 .020908 7.700 .022342 7.790 .023672 197 7.000 .0249/6 7.880 .023503 7.820 .022006 7.030 .020489 1ED 7.040 .0169b0 7.650 .087404 7.0G0 .085827 7.870 .017453 199 7.600 019040 7.G90 .020506 7.900 022106 7.910 .023001 200 7.920 .025032 7.930 .021409 7.940 .017767 7.950 .014:04 208 7.960 .0104J6 7.970 .00G751 7.900 .003048 7.990 .006042 202 0.000 .009020 0.080 .011902 8.020 .014932 0.030 .012b19 303 8.040 .010293 8.050 .009072 8.000 .011356 0.070 .012u32 2C4 0.000 .012207 8.090 .00GG97 8.100 .001183 8.110 .007240 205 8.120 .0156G6 8.130 .01GS77 8.140 .0128G7 0.150 .00J000 206 8.160 .003:30 8.170 .003579 8.100 .012 29 0.190 .020L07 207 U.200 .027452 0.210 .030021 8.220 .032603 0.230 .016419 208 8.240 .000251 0.250 .085905 8.260 .020507 0.270 .040207 209 0.280 .051893 0.290 .043522 8.300 .034910 0.310 .026058 210 8.320 .0178J1 0.330 011903 0.210 .007922 0.350 .00G290 211 8.360 .007034 0.370 .023073 8.300 .039087 0.390 .030t29 212 0.400 .034150 8.480 .031C40 8.420 .024225 0.430 .015102 213 8.440 .005245 8.450 .001737 8.460 .001793 0.470 .00 4C2 214 8.400 .00 031 0.490 .007928 8.500 .016u66 0.510 .025705 215 8.920 .03:393 8.530 .03d140 0.540 .040000 0.550 .027702 216 0.S60 .014G70 8.570 .001548 0.500 .011597 8.590 .000498 217 0.600 .005410 8.600 .000566 0.620 .009739 0.630 .019526 218 0.040 .020097 0.650 .036090 8.660 .044352 0.670 .035$30 219 8.680 .02u156 8.690 .026504 8.700 .024867 8.710 .023242 220 8.720 .021616 8.730 .02 tug 9 8.740 .022096 8.750 .022219 221 8.760 .022270 8.770 .022272 0.780 .022271 0.79C .022271 222 8.800 .022333 8.010 .022429 8.020 .022GG3 8.830 .019220
, 223 8.040 .015777 U.850 .012256 8.860 .008302 0.070 .005412 224 8.880 .001835 0.890 .001021 8.900 .005478 0.910 .003SO4 225 8.920 .001709 8.930 .300092 8.940 001922 0.950 .003778 __
226 8.560 .005633 .'O.970 .002971 0.980 .000367 8.990 .002010 227' 9.000 .004213 9.010 .006244 9.020 .008461 9.030 .010759 I SARGENT LUUli7
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Page 10 l
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'228 9.040 .013050 9.050- '.0 2305. 9.060 .011631. 9.070 .011258 '4536-SD-Q41- 08RT047
. 229 9.080 .010918 9.090 .0106 0 9.100 .010302 9.110 .012890 Rev. 03' 230 9.120 .085320 .9.130 .017566 9.140 .019542 9.150 .021248 .4/22/78~ -
23 :9.160 .022981 9.170 .024719- 9.180- .026459 9.190 . 019380 '
232 9.200 .011929 9.280 ' .004790 9.220' .002098 9.230 .008733 .
233 9.240 .0tS3G7 '9.250 . .010721 9.260 .006073 9.270 001416' 234 9.280 .002688 .9.290 .006240 9.300 .012657 9.310- .020302 235 9.320 .027228 9.330 .033378 9.340 .036418 9.350' .037768 .- -
236' 9.360 .037426 9.370 .025657 9.380 .014164 9.390. .003772 '
237 9.400 .003937 9.480 .000905 9.420 .013894 9.430 .007Sl4 - U'
.238 9.440 .001161 9.450 .005068 9.460 .009096' .9.470- .012004 'j'-
239 .9.480 .013628 9.490 .004616 0.500 004396 9.510 .008300 ig ;
240 9.520 .011675 9.530 .012937 9.540 .012093 9.550 .009444 241 9.560 .0034d0 9.570 .003420 9.580 .010907 9.590 .018:09 242 9.600 .023446 9.680 .026513 9.620 .027384 9.630 .024973 243 9.640 .021205 9.650 .012675 9.660 004526 9.670 003772 "
i-244 9.680 .006045 9.690 .007765 9.700 .007387 9.710 .0J1389 245 9.720 .010070 9.730 .018368 9.740 .024372 9.750 .028082 246 9.760 .031794 9.770 .018873 9.780 .005577 9.790 .009215 247 9.800 02243 9.810 .034074 9.820 .045714 .9.830 .038702.. -TABLE 1 .(cont,d) 248- 9.840 .030994 9.850 .020514 -9.860 .010202 9.870 ' .000060 249 9.880 .007155 9.890 .083116 9.900 .019078 9.910 .010529
'250 9.920 .001602 9.930 .008844 9.940 .018032 9.950 .025964 4-251 9.960 .026140 9.970 .022993 9.980 .025392 9.990 .021541.
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Page 11 .
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I SAR2ENT O LUNDY CNOsNEtno CHICA40 4
ATTACR!iUT II l
Containment Model e
The containment building model for the horizontal seismic excitation is provided in Table 2. (Refer to attached FSAR Figure 3.7-30 for node:and element numbers.) The mass of the system is idealized by
~ lumping the structure and equipment tributary weights at the nodal-points. All members are three-dimensional beam elements or springs whose stiffness matrices are specified.
Joint coordinates are given in the global coordinate system. The 3
global X and Y axes correspond to the plant East-West and North-South axes, respectively, fc? the horizontal model. The top of the containment base slab is chosen as the datum at an elevation of 100 ft.
The member properties for each element are in terms of the local coordinate system. The local x-axis is oriented from the start joint to the end joint of each member. Tii 2 local y and z-axes are oriented according to a right-hand system with the local z-axis in the global X-Z plane. The effective shear area of each member is computed by dividing Lie cross-sectional area by the shear shape factors, SF-Y and SF-Z. The stiffness matrices for the members with input stiffness are included.
Joint weights and weight moments of inertia are in terms of the glooal coordinate system.
Boundary conditions for the containment model node points are listed.
A one (1) indicates that the specified degree of freedom is fixed, a zero (0) that it is free. Boundary conditions are identified in the~ global coordinate system.
Damping' values for each node are also included.
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SARGENT & LUNDY ENGINEEMS l-CMacAeo i ATTACHMENT III Soil Properties
"- The soil property-data is-provided in Table 3. A copy of Clinton -
- FSAR fig. 3.7-57 is also attached with material numbers designated for the soil layers which correspond to the material numbers in
- Table 3.
6 e
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. TABLE 3
{'- .
SSE SOIL PROPERTIES Modulus of Elasticity Material Mass Density Shear Modulus, Poissons E = 2G ( P :r)
(k-sec2/ft4)
-Number Damping , G (ksf) Ratio, v (ksf, 3.29x10 3
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4 1 4.503x10 .113 .35 0.89x10 4
2 4.503x10 -3 .112 3.33x10 3 .35 0.90x10 4
3 4 ",3x10 -3 .111 3.40x10 3 .35 0.92x10 0.94x10 4
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4 4.503x10 .109 3.48x10 ' .35 5 4.503x10 ~3 .107 3.58x10 3 .35 0.97x10 4
6 4.317x10 -3 .076 3.59x10 3 .35 0.97x10 4 7 4.627x10 -3 .103 5.54x10 3
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e 10 4.627x10 -3 .094 6.88x10 3
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11 4.627x10 ~3 .089 7.64x10 3
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.35 2.30x10 4 13 4.627x10 -3 .078 9.52x10 3
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