ML19270H555

Proposal for Seismic Reanalysis of Critical Structural Sys of Unit 1 for Sep.

ML19270H555
Person / Time
Site:	Oyster Creek
Issue date:	10/08/1979
From:	EG&G, INC.
To:
Shared Package
ML19270H554	List: ML19270H553 ML19270H555
References
TASK-03-06, TASK-3-6, TASK-RR NUDOCS 7911080359
Download: ML19270H555 (38)

Text

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O c t ob .a . 10, 1979

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Univ rrsity o f Califc . . a Lw.s e n e t.ir a rro: a Labo rata r'.'

P. O. "cx 303 .

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l',a seu on '.L s t a f f ' s co r. nen t ., on the original ,': = :a1 o f *.'ir t 2, li 9 and ny further research into tha soil-atructure i nt e c n ic:- :1 sis uathods, I have develol'ed tb final pro'osal im ;ur ; c '. t_ 'Meh o f the proposed d.51 approacii ..as al rend .teu ct tha Ja1 2en ;ree p. .cl meeting on Septemi'er 26, 1970.

lite checklist of requested information in Appendix .4 i' a 1ist of it e: ,

thtt I nave requested but f u various reasons h.'2 not reect"_ so fa r .

~

Obv ious 1) , some of the itens are nore crucial than others in atfectin:-

the timel,v com,letion of the reanalvsis.

i It is important to let NRC be aware of the status of the requested information and various constraints that exist in the way of nropress.

tist of unresolved open items in Appens,..t:. are t,nore tee.:nical ine a decisions that ha'e to be made by the res.m ,ible ,cople, 1 lhase i t e  ::'.'

could be effectively resolved by conference calls or b'. r.cetings of the people concerned.

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Marshall .'.fa s Mechanical Enoincerine.i O . Decartment A

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P re ;en t ed i: f rei n is o;os ! 'r

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c : i t i.'a l structur;s of Ovste; C.a D t :l e. r i w. e - ,

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ta h o r' r*or .r. 't 71.in t i fo' ,.

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Di ..Lt1: 4 ., i- to be p' c.i: .] in 'ho 1i. 11 si'- n  ! : .t . i.'l' , i

he t r' :t o ..e. mic 'ructu' ' 'ia ! -

Y;o. objecti'. ,E tin ' o m ed inal- it to . t '

el.t l y t . :1 d '!a ha :e frr an o 'r1!' rel' -e ': t o I: 'c it  :! 'e '! :

C'Ir^pi)n en t -' o f c(* p l ; ',' t t ed. r .lte jait , a n i n.' . . .i  !! 1.1 i Illa I i n .i r4 o, to .!! 'P ll t :g rt". t i n :,!' ', c 't :g*,, ni, Ic. 'le '

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' 9 a l :m i : ints e x,pa :- an :1! c! ;* t o ;: 'i t i - ..i- . :1 : r' . '" !

i.l ri' ' n5 '.'!I i P h r: lay I < illi re "gir; i! , ; i . t i. IP ' t ' ' . ! T 1. ' '

Ano *.h e r obj oe t ace o f t h it: .c t ira l ita . 'r ! v s t :- ! t.) imc ..e '-

tructure rm.ponse spec t ra to i'o n cJ 'a the lat;' p h e o

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. r-ut:: l u ' mn of crit ical e. :u ri an dp;'.

The scooe of t he anal nein !- t :n. fo!!o .iw

rc e 'aior structures and two :pecia! ite. (': e( :n ' or ' cicw : n " u' 11

> re :ctoc buih' inn pl.n- p rt ion of t he oi"i. 5tiiJin c a n n 'r. t ' .I to the's c t ;ide "I t V reac 'or bui ldine (  : erre ! ta N iF*r as office buildino ar. nod and othe: buildia" i nt erna !- - ': i c '-

ay aIIect ' ' a i l .! !ng dynr. '. re:. m a s e

I, turbine building / cont ra! roca - cantral roi "

i '1; i . c. i t u :' '

on the N-li corner of th" turhine N:ild ing one .i: ing fl e" .

3 ventilation stack 4 condensate storage t.tuk

') buried emerwaey service water lines (!! in. diameter)

The deta il ed anal y . i: ,:1.in fo r each c r i t i.. :1 tructure will in addressed spearately in the re-ort. A list of unro .ol ced opn items ':d a checklist of requested infanytion vre viven in ,ppendix A.

2. .\NALYSIS GUIDI!S NURl!C/CR-0098, "UcVelorcient of Criteria fo r Se i:a:iic Rev i ew o f Selected Nuclear Power Plants", by Neumark and flall (Ref 1) vill he used as the primary guide. Additional ".u ides used na i nl y in the a rea of :;o i l -

st ructure interaction analysis, buried lifeline analysis, and the above -

c.round vertical storao.o tank analvs is a rc found in the Deferences pp p u@

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- - EL 3' FIG. 1 OVERVIE110F STRUCTURAL ITETIS UllDER COTJSIDERATION

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and t rd d es i 7.n .-p. c t . ( .Q Enidt  !. d: .'1 1 o 'n u -'

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T!. r o for'. ,> : ti; p.:;., of t . ..ic i a ha!I h *en'

'lhe tertict! ct .g - an. n t ,;i; <

i . 2>or the h. iroatal " n. . s e entire l' r ' t " 'n I- .ci c' I;

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'l in: noiI p ro f t : uut. -!af : he n t e .- C r e e .s ,t;e m'i 'n i- i - _

i: e s t ah l i :iied f ro., the 1 . i t u n .; :, 15'..; M.etio" II 3.J. T' bed roc t i: at a depth ot a 's . , : t  !~ "' .<et h lo - p:a!c !! 2'.

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(Youn . 'e 11 i 'ur < '. Ov ter Er. . i Si report c i n CC F: .'s ,fetien I I . 3. ! a re:

P Cape ?!ay Fornat :ua t~ J' thici.) !. -100 t ons/ f t - ( . i ., x 10' ,.,ij i e Cohan e F< . tt .m i 1 0' thic!) ':

- sen tons : t.- (1.11 x 14' p In tJtii t i ca , tht field . lyn; .n c *- t data an1 b. ring lo: ,ar.

able at the propuscJ lort Pi.ci ':uc l ea r l'ut.c r I'l a n t ite wh ch i- a bo".t

. i' y a r& f r. .a the 0 ,t::r Ci t *

't. the 4i l prop ert : . l a . a a t. thi .ite, co;rputed .) Ke: t ern Geop'i-

- t ! it . '. i n e e t ., tre J. . n l'e l ow ('e -

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Youna' *;h e.i r Denth " F" 'cla / e " "

ila 'c e Poissan'- ':aJulu ' 'a . futue (Feet) (Ft/Sec) ( F t / *;c;- ) na io  !; (psj) _.c (p u;j) _

0-13 1100 (,00 .0, a >

11 s to! , . . , x o' 15-10 I l 3:00 t000 n .1 ?, s,o x 1O ..,,x

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'U-l13 %D0 1.' n 0 0 , t .s 9., x 1 n'i .,;

to' c

115-150 5900 t tun 0 1 I 51 x to' r; ,; x jo" In the illime's setsmit analyses of reactor buildia3 and t he 'nore recently built radwaste builsiing, the followin< values of li wet a used (saurce:

Oyster Creek clocker):

E Joil Elactic "odulus Po isson . ila r io linder Foundation

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Reactor Building F.00 tons /ft 0.20 Coh a n.; ey ; m.:

(1.11x10 ps i) i ,

Padwaste lluilding ElO ton /ftle 0.11 Coiipa c t bac!. : : l l

( .l . 9.' x 10 psil (.! reet h ;c t

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FIG. 2 U.'IDERLYI:!r; SOIL AT SITE

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STACK 45' 33.5' .700 REACTOR BUILDI::G 140' 52.5' .375 10' TURBI;;E BUILDI::G 170' 29.5' .173 6' Stack Reactor Bldg. Turbine Eldg.

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""I "o - ,,,f- - - , Rectangle face to face, Hexagon 140' x 140' SOUARE c

' > 0~15 Deep embedment case: b (SRP 3.7.2)

.io t e that the foino!1t inn of ihe r.ii,sa' s t c bo i Id i e t

'n .iJe .ui.i r h.  : ': :ine i-loc,ted iicxt to the cast :ide of th - ..setor Lu i lil i n '

liie foun !a t :na e"i h o' wnt and the base .!! ns a. of the : t ac: the ,

reactor bo!!dinJ, an ! +h: tur eine buildine a:- J. t' c t e 1 i n 1:ino re ' ihe d e g r '. .; o t c: air e dme n t ir f.ene ral l y repn ent ed '. ne t:0 o f t h u c::'s '

1.ength to the lea t b t ' e J i r' n : i o n ( F./h ) . Th e p r .ca t : ' :" 3.' : or . .. e  :

a foundation i: "d eep l :. , :h rtiJ ed" t:h c-n F

f 0 .1 ~' . Usin" thi:, e-iterion, the found t

• i as s t:n d '

• n:e n re: :11 dee,  :,b* dnen t cases

. n'J F :s' U .l. n '. ' Y P I : lr '!::U E G1 P 7:inic in...>.s e t h <i Thc dyn:rnic ( s e i :,! : , .nalyni

, i., ta he so!t ,

in thc *ir ma i:.

b; u si: o no rma l mod < cup. rp ition. The irr diate inp! icat ion 0; thi:

approach is that t h- J ' ap i n o f t h e d:. ' ' ; c s ;. .

ru , de:.incu 'n t! c und11 buis. B.is ' cal l;. , the <ponse "ettral ' ' :1; e tho'l i: h.

uSeI t . Er i t ',ho u t , 'i'hi t . ,le h i . t <

• ry a n d ! ' t i a "' c I h t ' ' e! ' p i d ry 6 n P n o G"a l 'd ic: 'halI -

be orod only i n ;. 'n- ' - i n;- f!..'r r.: : p ' a J p' ' t ; , . h: : h i: ca::e the _ ti.

iaput i; the approp ite ocn*h; tic tir. h i t o r' o '

cd from R " ' a i l-spectra. ( .' e e s e. ,1 >

i 5._ ad a l Got. b .' i t : ,n ' _

• ho < i The sci nic <

. pon e: ( ::h ea r , ient- .nj di: 't 't :)

. .i re co"~:ted for each .ede and .- h?'el by c o:: of am. tre ro.: t of scuI .re. (SSRS). U! <he r:o d e- bc1.e 13 eps c to; f n quency :ha; ! he inelo 'ed 5.3 'lbree Dhae: "n (SD) ' t ice t c.

Three dimensional c r ick made!- Jiall be use ! ic h. . ively, T

ecc en t r i c i t.', betueen the cente of nasa and the cent e- o f rio,id ity i:.

co:. :idere l in the noJel to account for possible tarsianal resi'onses.

5.1 Composite Modal IW. ping

.' i" The equip'unt coupos ite danpint: for the '

o,.e > d e t.c r: i n t:,'. i r. the fol l ow ing, fo r "u l a (Eq. f .) , SI:P 3.7.2):

_4- ( 0 )1 I'.3 ( 0)

W ik) IP) sh 9

\ (h .'h (g) 9 \WO v;here K = assesled st if fness nat--ix, th

-G, = Equivalent nodal danping rat 10 of th a r mode

[(

= the modi fied st i ffness nat ri:< co n s t ru c + " f ror- ele'ent nat rice:, fo rr.eJ by the produc t o f the d.,.p in7 ra t io .~ i .

for the el ment and its ;tiffnes mtrix th b, = r nor,al m ed r.od a l v ec t o r .

i .:e  :.tmp a n ' o r iir, .>r!. 's typ. o' t r::c . .m <~i.' ai:

t :. ' . ' :. i ge ' .!ta- i: 'I. h c I o: ,,'  ! -Y' 1; i .'

.i t e . l .: l ' '

.t j it o . <

Iow '

2., t . . < < t 1

' tton

. i i' . "n 'ie -

' t re. , i'. ,i it

f. ,' l 1".w 'o n '

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st a: in;* 's ; 1 , a. il n:p

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e. .il' .! 'n' tl ,' O r r t '. ' * 'l .iml, Loeu li? to l ~;

.t: s*ar , v. ' h loited irint:

t na'!ed joint

..ou tmt u :t-  !: to a The det e-ir:at i m of yi! d:cpis ra :iis to 1- unJ i :. c.. ' ;en '

IE! . (i) i: <

scri b! -1: 1

. in >ce t i- i

\- in ipa ro. :i: .' ' ", n'. m rad i a t i nn J .:p l a;' *

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6. b-)l .-S'i RUCi t u l ', 2 '

.fSP (' i[ ) i .\ i.Y 5 i;>

The SSI anal >>It i: w!' od i n t h r' t ;t pc (se ca l l e.i t h re- tep ol :t "

me t ho:' f l'e r . ;I s e:. i i lu ; t rc. iiio s .a I i 11:

STE' 1: K i n c.c.a t i c i n t e rac t ion an . i:. < i:

(Getermine nation of a nns;iveloe founda t ion)

S IEl' 2: De t e rm i n- iope' aci func'; :n (

• i f f: , :n J d:n"p i ng o f ! li _

foundat i an ac . .u.a t i nt' for c::bedn 'i t and l a> e r : n.'

S'i hl' 3 : Inertia init .cetion aa :! ;i:

(Dyna:aic strue:nre anal;. :i: u s i n e, s c i :a i c inpn? froa Step !)

Since it i:, r,eneral ly cons i de red t o be con:c' 'at!ve t o n .c the free field ses suic ground mot ion in step 3 in lieu of t hat from Sttp I (See Re f. S ) ,

no kinematic int eraction anal) <is sha]I l'e performed.

Step 2 involve:, the determination of soil sp ri ng cons tant:- and dan: ping ratios to be used in Step 3. The details are presented in Sections 6.1 and 6.2.

The inertia interactin analy:;is in Step 3 is the dynanic analysi of the st ructural rystem including soil spr' n ' From the tiyna:aie analysis 2

, res u l t :, , the st ruc t u ra l interal fo rces and nor"n t :, are et :aputed and floo r response spect ra are generateti.

The SSI analysi: i s a Lee step in the ovocall ana lysi: p rocedu re as i l l ust ra t ed in F:;;ure 5. Due to t he unc e r*a i n t :. in oit

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FIG. 5 OVER.1LL T 'ALYSIS PROCECURE START .

1

.I, 3 STEP SSI  :

A:iALYSIS i

V 1 i l

y .r COMPUTE GEriERATE SEIS?!IC LOADS FLOOP SPEC.

i t]

'!ARY SOIL p MODULUS, G b

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the .inal..., i to be tencated i io: !he uemr Ii ind :n, r i i .a of woi! ,

o.lu t t The - lini+' ;hould he b.' . ! on tin- e t _. ! u n .

ai ,ia r i.'t i c h .re 'c i ng con;i t : cd and c.,.u i nal by iP ', ';lu 6.1 W: l D .51 ; ' ~ P:N OF '. s er L i i:iE , m i '- '

!5

'lhe complett set ol vrt' ,itim , coefti.1,- fo r the s i x de ;ri '

of f: c et'a, a t the tionditi<n i 'n in t 'te s t i. forn n Fi ,u: '4 li:e o f t -

diajuua' terns ii.d i c a t.e r g l i n ' i r. ".. e s ' i t te rod i:. md *he may n :' i laterall r: wh' , Fo' the ide::1 ca - e f .i r. .id fcun.!at ion 0:: the u r*.:c. oi m 'i.e t le na ! f -p:ta, a 2 r> uual a; pr n. i t ' 2n ' to u3e *'e 't: tie st i f' ac:

coe. . . c i c t. (r 9 . red to L t '. n '

• m' 3 con: .

. n .~o r n l a .- in

.\ 't b 'di.

f :i ) *J: *h i! 1: si I, . . :t- ' '.-: a, ' 1 ': .

F '. tho ,t .tu: s i: t h ,; ' -

.e i

, i:w :irah!c:t i-compi t i t'  ! by the n. si to 4

.":n- Ur t b c .n h e ' - .'fe '

. u! po - i h !) , the soi1 ! a'. ' s i n e e f fe c t .

Since t ht i c e t.i  :! preh t s i- te im 'Ir d in the t i ...; d o u i n ,

the ct i f t nev; coe f t'i c i en t - in ' ' ' rx chown . F "re 0 mt ie f re :nency- .

i nd e pt !'. cnt con st ..;i:

he','t? r;' ! {11 s epi' s.t 1 01: .i p p ' :li !!).' e :",! u' ! ' 'n' et' cf' 41- '

I re.plellc y-independent .o r in" co'o t at: c.i n ' d,ta'nol in the . . i r t. : h ':o c.6 (Of b).

J. ll :! ! F' e f . 7) :u t - '.u~e' -

.\ 1 ? 'o - , ,, .m e r'

~nns k j

i () llit! l[ k (;Il ,

p. ' ) : J i' 71. -I T ll i ?:ti l l

• I

1 cli l ll:' l' ' ( t :l 1 t11 1 :l V t's t . " i I elt r 9

soi i a ', ' r ' at Oy :ti ' C ri- 'c 'in l'e !p iro (i : li e.'

i , 'r :t ho: o 'en vo

1:'rer o f " ave rage !" nrope rt i es , !!.e t echnitpte nr 'm ed in I.f - Tr P .' (lef M

r. h '1 1 1 ' *

.d.

. 'I h i app m :c:' i : outlined in \pr J C Dc n:nding c: the r* m '

M t. layeri:iy en et a p p m : ..:a t i o n a na l . ; i s

'o :. ' l t'o r e t si. 'i t ; I l i' ' all

'rii.! c t e'll fi .l ,. re.il ' .: . l ,. ) G l .' J { ;. M u .9 E .1 : :1!

sti!f. . . 1 con :itie i n" t h e c. '" ent tf ects P ropa,n! "et hod fo r Det, r ai n i ng.

Car- M i Une- roef fi it nt s

!. .i l ! s ui q r: J'- oi' c..n i, - ' ro - T S E !,

m:ted by a ;ia 'le lave. ~

f fD 3 h

On !) soi! bn.

he anorax; , t ro i

t 'i : or.n !:i: ica

.o a s: - !. 1: ce.

in ' uV/i k D ,7]g)1 h

~

g, j

3. Neither 1. o r .' . (No 1 i L e l '. . C l..\',4 I by examinin. Fo ri. "trer s ite data) (fre-tu ac, domain an.ilysis)

Kau 3 el 's a nd '.' avid ' - f a rnn ia s are for su ' ne and roclin,u coef ficients only, i.e.,K u, K g, and F,f. (Fir M,  !'or the ' < rt ical vibrat ion mode, it is proposed to use Shitman's tatic p ring, (K , :.p"' ::d i x R) plus C.5; of the l a t e ra l s p r i n a, (Ku)! Fo r t h e t o r c i ana l ~oJ e , W i % n ' . spring (\t) times the ratio bet'.zeen the foundat ion /soi l contac" .t rea m.! t ha<o t re.i sh:t i l he used.

In con.tructin" the soil 'prin' .

-.u d e l t;ie euupl i! '

term Ea can l' eliminated by placing the la te' :! sprinc ' d i r * ::ne e h( ' '.I ) t' rom the fo'in l.it i on ha se

":'m d e f , In Fig. 6 JqJ D ' 1 " u ".,, ,, , , , , 3 6 6 f f ., c c -s b i . s . l' U ',f U 0 6, U .,

x y

'xx 'xd I

.- v

'% 'g;f s e, yy . YO v ,,

c' , .,,

kg (syn.'

k, U

Z h

9 U A z y

?

- ?

r FOU.'lDAT IC'l =- >

/  ;,

U*

I f.

line .r. ..hown in "i" \ < e.concac , the r . i" ' n- prine i.m t 'nt ',"tI;

.e n,'; ti od as fo i 1. , , ,

7 Es s

m t ,

e h-r Ce r  :;11. , th; te: 'h.n i:  !!! cor ' i c > n > to \;

f' . 2 Sf M h O \"p!'N l', o! ! ti:n :pi n" c'T ct. :5.: ' ! h ':! 4 in e ut - r ( <n Ell; o t s' g ,: tt ..'ui d- e i:, r, . i, t. ' . i norn s ':t t i o n so!' int 'rn i! hy

• 2 re'; da+ i- d i n t' > !t : iin i cin ' '

. + - -

con:

.r 1. l- '

' ' ;tiu* ' !i '. < '. i s '

"o tI!Ctent. are >

.c n in f 'I i !- 'l irpin" s + ' n' M -

c o n '. rte,1 to tho fo rm o r d a w i n ', atio; f n yn n: cri-it i ,la pi: <) .

hv cons .! erin" : t r uc t o r: .

' ri '-

hodie on 'l e c iht D " '

ma. 't h e ' e r- -

la r in:o fo r nepu*ie" t h. < i it ie a r: :icen in t'i.- ' vc oi! i of 'r f .

'i~ h t t! ! ciT n d,s T t t } ;)s [e 'q rt' it 5

,f O n c. 'ffit ti t - ,

.i44 j ,r ' ll i u4 - the detail. o f m t -i x ' > :m. n H. t ',. ') .t : i!!'

• ra t

'i i' e pii . !ent oil d.mniny -is to b ' s e. ' u l r; . f . -'etr' ii u ' be ,

il t i o ! e i n ' e;v ; .nl <S. r~p -

<lv Lv ho C rcou ae-

.r el i.y ,

I t' i .1 ",ein . a l l) - a c t e p t ed p t . .t i c'  !<> 1intt 'b oi! d.; ,o i n y r

• i +i inid:

a ce r t.iin reamonable a nil : ca ! '. .i. cut-o; v. i l n e in the prr<ent an.i!. t,,

a l'" *ilt - i f f t} p I 'l r p;; t j g 5 j- ,pt. s 3 ., of, D" D D

~

GPJ N.il ;r '

1:1.0. m 'c . ' ' ;I: S P n :'s .: \ e.) e j Ob_ _. UU :2 The floor re.ponse 4 c- ' -5 ; ! hn e'ne '*a' :i: ' t ly f rom th.

"roun! design 'pe:tra us'"'

• h ;. . nanic ' nodal) proce-tic' of the st"*"~ ib"

'!! ' a va i l ab le l '.f. compnte r pro::rm ha :ed on 4 iny.h a n p ro . i c h (Uc' l .' ) 'a

. l !

l'e used. l or coop.:ri on purpo ;c , another set of fleor responen spectra -"'i l l be ,

mrated frou a tio h i s t o ry .tna l:, : i s us i ng " .ippmp ria te ' e" ruide 1.rn synthetic t itte h i st orv ', e input.

3. STR'C ff i'I ! r.M !! r "u' r . f .1

'i i n c e the reacto boi!Jin", the *urbine bu i i d i'm .ind t he . s t ac' are phy- ca l l y sen.i ra t ed , t he' wrr, .adeli d i ml~nendent i:. by t !u' 2D .t ick twh i ,

shown in Fin 4 in the orijinal klnme's analy :i:- In thi', figure, the caleu-lated natural period : and f r"o.ienc ter, a re a l so listed. The tuo buildin's and the ; tack are all reinforced concrete .t ruc t u re:, 't h e i r founda t i on and c.:.hed-Lent Jimensions are shown in Fig. 3.  !!cact or buildin ' h is a setback on the westside, where a po rt ion of o f fice b'tildiru: f o t' f i e e buildin", annex) i- locatod.

T!ie antrol room is ;ituated at the SE corner of t he t urbine bui l.li nit execnt for :ha ring a co:' won founda

• io" :ith the building.

The proposed analyticil r:.u ' e ! -; for the rea c tu s buildin.:. the turbian building and the stael (1:ip 's 1J, 11, and 1.2 .ee, <"': ally he 'ar ' M a l u ~'

o r i c,i na l 2n iao d el- cu.er* that the- a re m mo, t e ! . ..hich account 'or -

.n t e - o t' r i :.' i ' i * *. and !!s c en t e r o f ra s ;c:,

cecen cicitir, betuern the .

Fig. 7 PLJ.CI.':E:ii 0F SOIL SPRIllG5 1.. . , . E2 .c t u. ,:. . ...,-..._.,c--

c c Z

A W

g -

FO U .,,m n su- 1.

[ f#

- / Ayy GRADE z ___ _ _ __ -

,, 4. yf,ph Y

,,, f7 b V 'Y. {. f.t ,ru- :

9 .y /

x

'f% W.

s/ K'!,

K K p c . #x , c . ,. 9 y

-u ,,.. n _- w, y'z >y >

gt "xx "yy I

///// //t 'i l

{

-13_

FIGURF. 8 MATRICES FOR ESTABLISHING EQ'JIVALE?li CC' IPOS ITIE "'O.iL 0!P I.1G

/ T / T Elen. n-1 L.i = $ k

\x I

( ) k' Elem. n

\ ) -d Y& _ \ j

\

,T ,,

.~

s u t:-'a tri x :

s 4EI -6EI r

9 s 5 ' ;t

.0 +

-6EI

'(j elem. n ,i

~n 12E[

0

. ' x ' 'x elen. n ,i, w

'O fA }x G,

+u l\f A

~,

VISCCUS

• HYS.

K,

/^ -

HY5. DNiPI::Ci

- ur us '

1.0 0 0

-'c = (';v; W'!-

c-up

+ c.u/,')

j ,

e

,x

=

( yx w< , j x)

+

. ,4 C C da r 2 K,s X

u-'

2.K) o = rth m. ode frequency; u., u x

= rinid body, rocking, translat. frequencies.

r 9 0 = viscous ( radiation ) dar. ping ratio.

v S soil internal (linear hysteretic) damping ratio.

H FIG. 9 SEISMIC "0DELS USED F01 DESIGN

{

, (2D !!0DELS) l

, o n

')

t 4

l i A

&:- }

TURBITli: t': lt. DIES $

., i l,

lllalll $

l REACTOR CUILDI:;0 '(

,l.

W57r STACK a

h"/

SACRIFICIAL T UALL /

RPV b f 5  ?

_T

. /. /

N PEDESTAL T01:US

/,-// n //7~

RPV F. SUPPORTS DRY'.iELL C0t1PUTED T (Seconds ) f( cos )

. IIATURAL PERIOD l T T f f f (T) and F, eq ( 9 T) 2 3 l 2 3 RE' ACTOR BUILDIrlG  ; 0.256 0.162 0.054 3.9 6.2 13.5 l

TURBINE BUILDIllG 0.091 0.033 11.0 30.3 i

STACK 1.63 0.52 0.23 0.61 1.9 4.4 DRYWELL 0.076 0.032 0.017 13.2 13.2 58.8 TORUS 0.142 7.1 4

RPV SYS 0.129 7.8 -

^

Fig. 10 PROPOSED BUILDIi;G !DCEL (30)

REACTOR BUILD!flG (Eccentricities are exaggerated for Illustration Purpose)

MASS PTS (TYP) c 3D BEAM ELE'1. (TYP.)

EL 156,9,. ?y STEEL SERVICE FRAME y "0:25 GT. T'ils PL/sil ARE RIGIDLY EL 138'0" 'j '- ,f CO?!:lECTED (TYP) e -'7 iCP OF BLDG EL 119'3" /_p .,_' '. _ . , ' DRY'.-lELL

,If REACTOR VESSEL 7__,.._, '

EL 95'3" EL 82'2"

]. h k ' o--

/ 'b _/l '-,- - - - -

f I N'.-1 l EL 75'3" g-QM ' FLOOR ASS l% ' Y.l

'N /a

' __7 C* r','

1 2, 1,

'\ SACRIFICAL EL 51'3" / Ti e I ., Sii1 ELD W3.LL L-.J f Y

El 23'6" (Graund Level),', , A J, .,

4- 'a FLOCR MASS T

EL 0,0,, -

'1+ --( Co n n ec ted )- - ~'

r --7 k) = Stabilizer stiffness EL -19'0" /0 , TOP OF k = Truss stiffness 2

FOU lDAT I0:1.".AT

-1o-

Fig. 11 PP,0P') SED CUILDII;'l MODEL (30)

TU:13I!E OUILDI::G (Eccentricities are exaggarltad for Illustration Purpose)

ISSS PTS (TYP.)

1. 3D SEA't (TYP,)

SEP'/ I CC FRAME 4

FLCOR iASS (TYP) "

CO.': TROL ROOM

• /HOUSI::G (:;-E COTlER)

., 1 EL46'6"

<s ks-) o "

J '

/

ba i /

i 9 -c TURBI:IE PEDESTAL i 43 /

EL23'6" , 'h 9 /

'- -; -# liODES 0:1 THIS PLAll ARE i;EZZA? lilE ,

RIGIDLY C0f.:lECTED (TVP.)

FLOOR  :

/ a ,

EL 0 / o ., ,

f L. -- --. - -. - /

BASE I4AT I

Fig. 12 PROPOSE 3 3D STACK MODEL EL D1' a f

Z

'l' 0 A

.y

?

I is I

f i

1 1

• )

i--l- ,'

EL 23'5" ' * '

-~~

(GRADE)

-lS-

'ach fin n elt "atien.

AJ ' i t t o:ni l i :. , the re '. ' mild

. b f- '"' !. , i' fo r vi r; c.e ! 1, : int!  ?' I re.n t o - c- n:-  !} ' li i ' ! ;' al1 .'

"PV :np: er p~destol. lhe - :i .

'!- ire . :i *a :ho. c'

!; I : . ::e (F. oi

'! h - s p r i a:' o-n , , '* '

s

,  ?-

o '. ' .n !

' " n

tho , v ectin" elewnr n. tb ' '

.t' o' t. -

.- *:.  : r" ,

. :11 to S' d r: ;e l : Tic: . -

' .i r i fre, P.li. '

i' o .. i n .: l :. i r ';i d cennec t ion ( op c lasm! . '.it:un) . ir m c' -

c- '

-1.

b; - e '

<irmel I and t he reac t o r hui !:'i n th. "' cf ,

to n' n ' ' '

ht incln !. ! in the r: act..r  :' !li: 4!

!n 'he turb ne Hi ,, a r: i!i. :'.. .

nre t!t 8 -$ h V :1 :;t Ma r: '-

!P e '

t- I t) ' -l t ' ' il -

u,' <

'). Simi;ar . .- N

• ht n .s n:- nt A service f ": nle ::nd t ne t irs u _ s t ,1,

'the model fo r the .t- .' i i - 1n i' a n' a -tn' :1.

'I h e methad el' der' in - vi.i ' n! . i d..n >

• n- fo: t h- a ,d c !

of rei n for ;d cone - te .u'd * ' '

T:' m at h.r - ' 'w" ,

n '

<, s ,

m' far t inclu; ion of soil pin-

-ci. , ,

Th? soil sr :n', fo r t', s.s fe ;a !:i'. i on d . e r * ,i r3 .10 , a 1:

Fi: ' , 10, 11, and 1 ' T!o -' * 'in ~~:inin" '

pr .t:. a: '

attaching t he..e spring to t h. o  ; h..-- ,ccu <i. "i; 1 in cet i, I.

9. O rX 1%! F.  : P iP. V " T ',

'lhe sei: nic anal:. ' o 't sal :w reno tc' in , .c a& Fa n

( P.n;e' 5-10 and -11), i h< :n .

is c o:: idered 1o:" i r: 'Isi.e '

..!wm i ', <

node:, o f ' :te r, and the br, i t u ca i 'on nt nd tea: t.t r e a inr.! 'h

'!n.: l'. 4 i s Indicated ti:CSC fiId I ' ' ' '

llihie ! '

n . 2 '" Mf ie 'nJ

1. Anchor 1,o l t : a re not c a n.d i l e o f res i e r i n; the i ndne.>.' b e:c shet i f no relianc is niaeed unan t!: i:.t "r t ac t friction bet'.een t he bot t on of the t . i n t- and the inuni .-io,.

2. Tank shell i: _ a fe f ra'i .

b'.ic k l i t:.'

3. The upward force- on the roa*':'eeause of th. ' ! o ai: n: litinid ;1!

he neglinible an.! can be i nna red .

The proposed reanalysis shall exanine the up-to-d.itt t ink ha:.t .i n c h a r:n:e con fi .'u ra t i on . The .ina lys i: <ha!! also ine!ude the vertical re: ponse i:. ode in addition to impulsive and convective modes of water. 'the metholagy will be adopted fron Ref. 's 13 anil 16. The particular areas of concern are

1. Possibili ty of upli f ting

2. Shell buckling it the bar.e

3. liase anchora:,e :t reng th agains t overt u; ain ; .un! .,h e a r i .t . Tank shell hoop tension stress due to hydra.!yn:mic and static fluid pre sures

5. 'too f i nteg ri ty a e... i nc t slosn:av liquid farces j g) . }".a )..* > l 1. t. j 6 ' i t ' .' '. , -. . .s.*l ..a i. e.

,,s.6'i l. l. .l

'I ll e '!!! ' '

3 I'. I- rf j .(, l' t t 'd i Il II '

l~ Iny .I . \ . I'- l l M.' e ' ' :4 ( S t

.t4 I !!

'D v, - ; , to6" t .: 4 T' 'h.. !o m!i' ,tre s ere ,. . i t s . i c,1 ; tin ni,' ci '

. r: -

' ,1 X l .11 *

.1!

', i '. ( ' l  ?<*

(, I (ill ~ .!(::c . !! t t- ,ti i - r;: I i . - i Ft- e j i. ! . : 1_',, i' f : . s .;l t s '-

'lll ! ' _ !I;:11 . O l' ! sil!' e  ! D i (! I ) 'l t' si iI

• t * [ l O'.w .')t* '. ' ! I < ! r.' ' i ! ! ._".. ' 'lI IM

\.!ll'li' '[II ' ! U i,' s l,

~

C, e c ' 4,., :n ' ' h ,3,: ,, *ft i ;) l '. f ' - ti ] .3 ,

i n t i, r .a t u a '

'cled m' t' e i' l.tye'.: ( ro'i t .q) a t' . h 's b' e

' . ' 'n e v

'ce ..i t e r li: ( i . e ., , rc h re' . 'd - ! ' es i '

in *:c l1 nd tht i r c o ::. :n : ':, t i,. in.t. . . l * : r!,3 . ',u i 1 l i .* ' ' . n :;it a:

• I !!' / Il OI }. ':t T 1 ' ' 't! l til ( .

-  ;) r i 3 t '.'

)

• )!,

' ' ;t' '. i h' ti';t .! t i t te, ,'."'

.li i :1 l ioni e * ' ; !) ' ( *)

s ,.r :l t . . i' i 'i'!- 'ti i l, ' e .in:! Uti I ,I i ;l '

place, ,

f

.211 -

j' I_

l'

,f' '

[ !

(!)

e', .  ! .in ! . I. '

"De '

oi + . 1 i- :ic Pc- o f ' 1; e 1 ;n :r !W., ; r l' ! .o r ': , ,19' )<

( .' ) iii !ra c ! 'nal.

- s i: :t : 0 'p-c' it 1 'r-D. 'a' a r. ' !THi, P. fiev. c' (3) lat

• e r and a t t ac!c: m ' t e:,4 11, 19 , i i 4 D.r i/ P : r:- "

to !l  !'  % h4 .;'*j'e' 3 -

'ti, se t - ' :P

.i. ..jc fc : l t :. i . iu" l' r. ,r

( i) "ml..i . ;o i ! In:. , ir,

s 1-re pi , r + i, %! "c< ;r: c' .a ' :1 '

' i ,

i: '

o: t % Ct ic

• cal hi- CL C i;.

(5) .h i + :u n , . :i ;n ' '

fr' .'; '

, o :o '

, 'r m . , :i of 'actia: P'an: F .c i i. , ' -.o! '

( t. ) s/ a ' , it. ( itc y Jin -

a- of' '

eJ i:, *> > , e' .-i- 'un ', '.

'i-i .: 11 <;t ruc * "' : ! '

r i n .-

in>,

f.li !

s. i.'

'Fe t i n , ;:cr int 'a o , n:il.

(?) lla l I , .l. P- .ma -

in fe r . '

F ilo' .

.il i P.:p

':o i i -:,t . ne t u r. Int 9. '

U .' / .' , ' roc <'

.vi '!: if .c ,

ite r l i n , t ,t i e ' r ,

(i) Euhel, E , r.tita ui, V , ' 'u r r a r'. , ! P an: .?- 'h..e. f ( iir! : :

" l'i t 5y i n;' ' t ha 1 f. i r I.- " .! .! c0 > oun.!a t i on ,"

.ucl.'.

Fn ':neecias a' lic ;i;;n , c'ol. 19, pp. . -~o?

(?) Bechte! Tope al D.,cpar*, UC 'OP-2,  :' , 7,,

.i; in r ! . : of Structuren and Fquin w.* a r '!ac l ea r Pow e r "

i - i n t ,"

(10)  ?.'o va k , '! . and I;e reduno, Y. O. ( 17/ ?) 'ertical "ihr tions or , . 'h"d.!e.'

Font i n5," .inu rna l o f So i ! 'le chan ien ind Foun,la r i. Engine. tng Division, A.40 , Ifo!. 9 F, ':o . S'.! I 2 , Doem!n. . I i. '

(11) Richart, F II . , . I : ., itall  !- R . . f r .. , and Loods, R D. (1 7n)

" Vibra t ionn o # t;o i 1 a r ' Fou:1dations" P re: t i s e !!a 1 i , In.

(12)

.l. P ';i n:,,h , " Gen e ra t i on 0 : Se i . rti c I! oo r C pe t r:i", .f ou rna l o f t 'm Eno,i nee ri nc ' lech.nii e, nivi.ian, .i4Cr, F.'! 5, Oc' 'k-r, 197G (13) "Nuc l ea r Reac t o r:, and Ea : t hquakee", TI D-To..? !, l'repared by Locibeed Ai rc ra f t Corpora t ion and Homes f, ':a n er, Inc., for t he Divi ; ion of Reacto r Develop:aen t , 11 S. Atomic Ener;;y C.>rini: ion, !!a s h i n::t on , D.C Au",us t , 1963.

(11) L'!o :n i a k , R S . , a nil 'li t c h e l l , '? '-l ,

"I' i n i , o f 'ie n i c !!cc i .'n l' rov ) i :r.

fo r l'le l d ed S t e e l O i l 4 t o r:n;e T;.nk ", Presente.I at :w ,; ion on b l ca nc e:.

4 in Storage Tani- Des ir.n , iPI Re finin f 13rd 'fidy ea r 'te t ino , 'l o ro n ' o , Cantil

.' ta y , 1978 (13) Vel e t:;os , A. S. , "Se i m i c E f fect - in Flexible i ' .p t i e ' t o ra "e f.i n s" ,

Proceed int"; o f I'i f t h o rld Cor 'brence on Ea r t hqu itm 1.n :i neeri ng, ".o::e t , ; .

(!ni l' . ' l e t /.o s , .\ . H., v' 'i t n :' , .i. Y., '"h' i'

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tec Can t ro l 1:e:. ar  !' ro i * , Nx. 20, 19 ,

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no l'a io r *. i "i a!!!ic~,"

by Don i: !!' ir et :11, Fe b . I '. ' ' l f l '.' ) "'a e i a n i u '. c in s .

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.lu l . 197' (23) Main r.t i , i ,

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s. rm.' ' ne f.i ne s D.t r i a ; !:a rt hqu 0 es ', Pro a .;linn or th' Foa th norls Con fe rene on Ea rihcjunke ;.n. m _ r) , Santi: n. o , C ii: .0.

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• 7

(NFOR

__ _ _ _ OF o _CliSC_KLIST ._.._ _ _ .. _'1AT ION REQ'J L RED FOR SE I'>'l!C RE A.ulYSI S

// Equipnent ue:ght and distribution information for establi.shina tne 3D turbine building, reactor lu.ilding and turbine pedestal dynamit.

rodels

/ / Structure and equipnent weight infornation on the of fice buil ling annex attached to the reactor building. For exannle, B G R dwg';

1063-1, 2, 3, and 1.

/ / St ructure dra., ngs required to verify and to det 2raine the arount '

of physical separation at i:: po rtan t elevations of tb" iollow'na buildings:

- Office building and reactor building

- Reactor buildi.n3 and turbine building

- 'lachine ; hop and turbine building

- Radwaste building and reactor buildin t

/ / Data m co::.r icted back fill use ful for establishing roil clast ic propert ies

/ / 1.oc.ations of the RPV stabili:er attachment n.oints

/ / Referenced d rawi ng.s in Blune '- report on Puried Ener;ency Service date: Lines Bi Ri dwe's 2102-5, ?l93-6, 2!91-5, 2195-3, 2196-4, 2117-4 and 2120-5

/ / Condensate -: t o ra ge taul structure details including done geonetr' shell thickness variation, base anchorne r details, and foundation detail >

/ / Soil data beneath the tank foundation

/ / Liquid level in the tank

N -

/ / Decision en cut-o*f so!! (n a,ia l) d a :3 ng 73tjgj

/ / Consideration of .;ite ,,i ; n , ;t i, p o p .,. . . , . 3 ;. , a - i o n s 1Ct 1 i[ a')! } ([;)( 1 lJ ! [ }i e

/ // .I f' q{pj ,

{y,j; , ,

I j y,'ti,ati7n II I a o c 15 , ia .., ;a , . , , ., : ,etacir.

, . oc t a:. -! zith the site {tatt data is nea'ed i n + :. , ;, .,uri ed n i > e n;; ! , , , q

/ /

/ /

/ /

/ /

/ /

/ /

/ /

/ /

/ / .

/ /

/ /

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4

'. g, I sy =.\

. \ ga 3 t, , l- .6 6e

,,.[.;.

1 , s e 3

,,I.f.,.-

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.'$"[$'l ![. IIId l'.N I)?s I! I .. i [. [($ !!\l.! b ['.I.C I'

9 o

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Yi

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1 m

rigi.d basa mot {

.( l k.^

h, wy s

). ~,y l,

cz [j Rz

'// / /// / / / / / //o

" hee O

A

(b) Recten:ular Base s

Equivalent Equivalent Motion ,S u r i n e. Co n .; t a r. Damoina_ Coe f f i ci e.~.:

liorizont al k = 2 ( 1 ,- ) G :! ,;E Use the formulas for X '

circular base ha,;ng an ecui.alent radius R k =

G g 3:L defined by Table 3-2(c)

Rockino '

0 1-v .

Vertical k .,, = , G 3,j g;

.-v .

.t >

Torsion Use Table 3-2 (a) for R =",,/ BL (B' +L ")/ 6 -

in which v and G are as d2 fined previously, and B = width of the base mat in the plane of horizontal excitation:

L = length of the base mat perpendicular to the plane of horizontal excitation; B

X, S.y ,6

/.

= constants that are functions of the dimen-sional ratio, B/L. (After Fig. 10-16 in Ref. 3-6.)

3 '5

- . . . . . i i .

^ B,

& B -+I

. ~

2 - - O I.O u u ~

d I'd L -

g l a2 -

t . q s

- 1 L g+

-- ~~

3 - ..____,.. -

0.5 On .

O O __ '

O.1 0.2 0d 0.6 f.O 2 4 6 5 10 B/L constants px , p, and a for ,

Rectangular Bases e

r o

(a) Circular Base Equivalent Equivalant Motion Spring Constant Damoin7 Coc f ficient Horizontal ,

x ,, = 3 2 (1-v ) GR , _ p , , ,

^ c. = u.5,,"-.- -

s c, o 7 _ g ., -

Rocking k =i-S C " c,= 010 r k,R Je/G 3 (1 v) 1 + B .,

Vertical k,=

.,_v c,=

0.05k,R /;/G Torsion k ikU(U

=

16 GR /3 c =

t 1+2I t/OR 5 in which v =

Poisscn's ratio of Coundation medium, G =

shear modulus of foundation redium, R =

radius of the circular base mat, p = density of foundation medium, 3 (1 v)I o B. = -

Y 8pR I'= total mass moment of inertia of structure o

and base mat about the rocking axis at the base.

I =

polar mass moment of inertia of structure and base mat.

%i

e (c) Equivalent Radius For Rectangular Base For a rectangluar base having a dirnension of B::L (B = width of base in the plane of horizontal vibration), the equivalent radius R is taken to be the smallest of the parameters R , R x

and R defined below: Q R

x

_- (1+ ) (7-3v) f r'E '

v og GL,-

16 (1-v) /8L 4

,/ -

'/

=

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r, umia ; i en n.orin' ., i:.. and k .,. ,

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t dance e n:,c t i on:. are t;. a: r;t i: : t i e . - ef th<- c '

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both the . .';ivalent  : win- i i f r.e - -

and ihe ' .ci i a t ten dowpira (e.<;., 3-10, 1-]!) For .i: l i c i t. 3 of .ys i: ,

3-10

1(l' TOi' .

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