ML20212E847

From kanterella
Jump to navigation Jump to search
Forwards Steam Tunnel Cooler Platform Frequency Evaluation Calculations, Per NRC 870121 Request.Rept Shows EDP-6720 Mods Eliminated Low Inelastic Local Natural Frequency of Platforms
ML20212E847
Person / Time
Site: Fermi 
Issue date: 03/02/1987
From: Agosti F
DETROIT EDISON CO.
To:
NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM)
References
VP-NO-87-0030, VP-NO-87-30, NUDOCS 8703040544
Download: ML20212E847 (35)
v • d • e


Text

-. _.

.Q'I*

m:;

r d

p Nuclear Operations.

Form 12 6400 North Dixie Highway

[

' o rations.

March 2,1987 VP-NO-87-0030 U. S. Ec3 ear Eegulatory Cuanission Attn Document Control Desk Washington, D. C. 20555

Reference:

Fermi 2 NBC Docket No. 50-341 NBC License No. NPF-43

Subject:

Steam Tunnel Cooler Platforms Natural Freauency Evaluation ('alculation As requested by the NBC during the Region III neeting of January 21, 1987, enclosed is a copy of the subject calculation report.

The report shows that EDP-6720 modifications have eliminated the low inelastic local natural. frequency of

' the platforr.s, which was about 1 Hz prior to the modifications.

If you have any questions, please contact -

Mr. G. S. Shukla at (313) 586-4072.

Sincerely,

..g.- S &

j.

Ehclosure l

l cc: Mr. E. Greenman l

Mr. W. G. Rogers I

Mr. J. J. Stefano USNIC Region III l

M 8703040544 870302 i

ADOCK0500g1 PDR P

\\

~

J f?

i I

' o o

HOPPER AND AssocrxrES i.

ENGINEERS 1

STEAM TUNNEL COOLER PLATFORM FREQUENCY EVALUATION CALCULATIONS J

Prepared for:

Detroit Edison Company Enrico Fermi 2 Job Site 6400 North Dixie Highway Newport, MI 48166 Prepared by:

Hopper and Associates 210 Avenue I, Suite E Redondo Beach, CA 90277 January 26, 1987

(

4 f

,,-r,n,. - -,

.e,,,

.w n-.

w

-n.,.

-.m..,

,.,e..,a-,

,.w-r-,.,---n,.,r,.- - - -,

,..,,--,-n

.--,,.,-.---,...,.a

,,-e,-

A O

O HOPPER. AND As:OCIATES e e nsens s*

CALCULATION SHEET p,..f T E A M Tu a n et to o c c a._

'Pe_ A

  • wes om,.

</2c / e7 u sER I

w1 mer. TA at.e o r coa reau sy:

ne aussiuo.

TA lb L E OF C.o,a r r eJ T 5.

PA4E

{ & Tk O v l'. rt O N TAoaLes GrA Tc r-r cat I

I A VESTI 9A To o u A trt.oA cn l

l2E C u t TS 2-4 N6W DEL C IP I P T1 o e) 3 C0 9 V G U LA Ts o d b

O R,.\\ C ird A L.

D ELI G N t

M o is i T:i c o pese c a co.3 7=< 4 u n.e n e d

~~/

A M A L. V s f 6 IL o s t e 8ta A Dcs. i 4 o c.ca pe 4 o 44 ri o d

'2 r

N O p: F# CD D r $ f4. 4 CO N I f fe O RA re a d lb

.5 o M m A 8. r ow w os n l'1 i

P E F E Acts CE C.

2n A P P re) D i x - s eas ta s r i c gs c, eas c s e cr =A -

c DGS t C N l on O u n 4 A -I ELAsric Oesraa S o vu e ~r o 4

/-!

I h) EL.A s., r; c

[ op a, a c, b-l P.- E Fe R_ sy &c c h-IO

. o o

l #

' HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET TIE F. LT EA M TI) d *J Et do o L.E C Pt A T FoeM DATE:

'!"!O I NUMBER bL SHEET NO.

2-OF 2.

SUBJECT:

TA P s.d.

OF c,o as rd w.

gy; 0-PR-G Ph R'c 6 6M.

up,

~~

m, wu mn i

l l

1

  • o o

HOPPER AND ASSOCIATES l

DONEERS CALCULATION SHEET I/f 5' !O7 7gAe TU4 Et_

(o o e,gje.

Pt A r F e se" DM-M BER TIU F, b

I b

lN 7 O d O'I'l # 'd BY:

SHEET NO.

OF N CT-lMYNO D 0 4" 'T'i O d VR

  • e, ss"H S TA VG t-s ces T Ttts PaFFosc oP rn a c, CAccatareo4S

/ t.

To 5'yAs,.y A-TE TM YstGG-Vet"N C4 oF *nFcf S TCA m TV rJ U CL.

Co ot.s a.

PL A r roue m.

Tsd o ocs a s a coa ce e rs A nes eta L u A T E O Q

O ft t C, o a sn, Co a +=t c,a x.a rr o a A-H 0 D t F rK O do ou Fr 4 v 4 A Tr e d f rHes7, 4 e 7, :> a A a r e-o ^ m C.o e eo rame h,3 A t.n s e?.,

arc

& !*s o W c 0 73 DS we. t-s o is c THc

' Fit. cat een c ic1 oP CA cit l

C.o 19 P t c, v n A 1 r o eJ.

lOCAt Pl A-C Tr C V 6 Fo t n A Too as M A J rr e r FA TE. h Fore TWc o n. ' A r a nz-PEL M N Co d P' 4 J B A N

  • d.

97s acraa.m Qst., roes c e hica o sico)A Th C, D v c7tt c c

1 Af-4 Co n c, o oc p E o 70 kDuen drecro ic A ccete-a. A -

l T I O N C,,

l l

O O

HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET

  1. /Ab!87

~~

6 TE'A te TU,J w EL.- do o(gg. PLAT Fo4 M DATE:

NLMBER g g.

I l4TfloDUcTe84 BY:

SHEET NO.

OF gg.

'n.

h.S O l._ T 5.,

[

f f.E GL J EH C I C L sJ Cs.G Com PstTco Fo e.

0 CTH n

p g1 t 4 fa

(,o pJ F f 4 0 A A 5 s O *J S OF T8C b 76A M D #MI" co o t.ex PLArForm s

a b l4 +) r Ft CA a 7 4 tEL D t +) 4

' tz-PKoLALLE 5 '*- W C 4-i C, I d A-L do o F e 4 O A A re e d of TM(

/"t A 7 Fo e_M. iJ gi cs

.f I

~ N s

bo A

n A vv e A<

hs ov eu cw on i He.

r A

Tec Mooi ve s o coauer o P rh PL A 4o e

?c f., e o r3 b &

ELA s ri e,' Cf 'y A4o h 2.

A M e ru e-A1.

-Af;cG.aga c y or I 6 Hs.

i

~,

6

-.... ~...,

t.

y ;.

~ l:

{

?

/

HOPPER AND AssocLLTE3 ENGINEERS CALCULATION SHEET g 6TCA. s TV r4 4 EL fo o c g ue P L A *7 F o osL M _ DE

'/Il !OI 5

NMBER

/

. $N L TEM O rc c c e s* T

  • N bL sy:

SHEE7 NO.

OF S

I

+

s

)

,4 M/ STsM ' ID es c.A e ti od j

CL 0 st i 4 I u &L 9E$i44 fOH FI Cr v ot.AT

  • O rd e

,4 e =.

h 6USG f Ar p O S o+poJs THC Osco c, a y A s, d

D cs t < <> Co a Pt 4 vse. A to o u of ryc STan m C.o OL g~te 71,.A T Fo At M.

N E Y.

I M

P1, A *T P o M. M iL H a o M TED A7

'T H E Cest r J 4' MD

/$ &MPO$CO OF VJA K4 0 0

?,,,

ZTla4 cry Q,.A L,.

$ TESL. h-N 4 4 G"C.

I Gt.C V A T

  • O r) b b 8 '~ fu

' $fr H o v e) T Id f, I

YI l.e U #G S H-o W c.

T~Itg y.o a a r o O 4 9 ETA IL.

OF

  • t*HS PL A r FO M M h) If C M E PL,.A.L TI C.

O 6PO *e H /s 79 oas An.c A M 'r! Cr P A~rE.C>

D v R.i 9 c, rns 'seu r og m cA cys to o A.<,g.

THG k# t Ma int.

l(UEE - 60 A CE o a TtC low d rJ - (J

h. A r Fon #E cowre es asma i

Co es sen /A ri vet.w ta c e, r. c c T c c.

Son 5/v PLI-Tri x r ; o n.

s

/

A

D (3-

\\

v HOPPER AND AssoCIA.TES

~

s m usens p

V CALCULATION SHEET If i/I.(,[87 gg STOM W d N EL M O LJ"sT.-

Pt A*TT o se FM gm TITI F-

SUBJECT:

.S' / SJE7 1

%C.ga g I A 7 s a cJ b L.

BY:

SHEET NO.

2--

OF S

,/

r. '

V.... ;.f~./*4. e.$, ~..

.T

'.-u u.

u.=....

..*y.v

- 7.'.g s.. g,.% e.co e<%m +.. ~ N.. C.*LSM..' n..:

5. J -

e.i1b'::.s 4 tfi' m.:w: p:.rka:.Dii.T.'.tr. g.b.

t

,.m.%s.j-r

~

t Q. f>.: s g,.Ia.

l -)

4. k:;f, :.:,2 y
6. -

2,,, 4. &... r$, ~;

  • w.c

.D.w.

.:n.: s ;;...,.c y

m.>

+ >....

. "* c. m... :.';..

w:... c. t,.;..

...la*

? 7,.

e.-

...;: s., :

s..

a.. e'-

~

4,e. s

r. :.,

Q,,j.= w~ e.:..,a

. s

s...

e.y.,. 4..w.... ;.

..s.epc. l m.,...@:...

a...

r h.:*

u..

. % i+.~. s s..

x..

'.ug.

p:f:.;g.k,. >...,

w

.;r ?s, a R i

.:itz.c m.

g y::,. 4.hq;e*4.#.s1 e,. -3,,

is ta :.'.

m..,.

5.. 3.:n6 9t.- Ay y qc...s

.y 9
.,...-

weq mar

>:. %. s. 7

. <.,,. u:.-.......,.. -

s;

~

... :......i.

.,y..

u..,........,....

  • f, :.y : s

. 2.,.,.

t nl,...'

x..

.t.

Y

.. C.f '.. '

.,'Q.***..L,' s.',.K.

  • (;

y.

.e..

..,..~... b.,.j.i -

g.,.

.. s.

Tf):.y

  • n +,.

.r s

.;g,.;p.-

-*g

/..,;:.. N..;... ~, :

,9

..u.

I.

. r9 e.3..,%,..

g,.

.f.

g.....

. 3-

. g.. m.

. f.

..... >:,. r ;,s

..,,o-.s. ; ;

a

..'.,!; 1...?..e.,....,.,. '.

s

?.

a,..,..,. t. ~...

..;..4.

w...

?*/. ?..n' $.. :,.1

.,.ht.:.M smt ~

t. ::

..,i t.s(,3:.7. G,..la:.:. ; '.

/.d,o,Q, _ h,. '.i._

..a g; k:.4.s.jp_ D

. ?k. t.

..u.

f.-

..;... ;.y i.... ; :-

v-$ s : 1..:).: : ;..

.,3 E< :'.3.,,. C. O,.

Q...s'

. =. '.. Q..p/. c**.*g.g: :.

e ; r

..i.5f a.

<t p-

.}. :

7.. s'il,.....

,.<. ga. t s..; n.4

' f19dl,, y e.!.

..~ -

.e

.~r. 4. <. ?.---

i.- (

J yM7f -f" t

. m: 3.... /.GsGrs3 - WlttA 6

<. i

~

N$..4:..s.

'..t.%. 4 30 I*. '.... %,'- ;.? D*l,tbt o..,

a-y 1

,. ~.,.

. %. ;...: ; p...... s.., /:r.rp/ g

... v: ? :.

. '. r;

.1

. ;s s.

v.c.

.a ;

1,,.

A.

m,...

~.

I

.s..

..,i.

,. o !.

-. ;,. W - d..*

.
: C..:

_ m o.

.t

,,..s.

SiiM iG:...,'.:.0N ts@.; ' ' "MJ, :.J.T. '.l..?... M I

PI :; V R.E I:

Co o i E R.

n. A r v= o se m e

o c e:,, a M.

c.ou nc,u4Ari,o Ti. A O V e e tJ l

( ca. i)

(}

O HOPPER AND ASSOCIATES

)

ENGINEERS CALCULATION SHEET f /4[B~2 M BER nTif. s 7 F A M 'f1 M O ct- (.mo cax hT"Fo a M pm i

h 3 OF

.97 S T"E*P=-

D E:2.4' A t P Tl o M gy; SHEET NO.

suaJECT.

i g

,g

~ ~ ~~'~/f,T P-ir

_.,:n-.=.4 %._-

_=. _

Y_.*..-. [,

l

]

4(o=4="g-V1%t"-SCMM c,-

b \\. DOC % SDDTW i

  • l M 'b T' N *ND

}.

,, Ou\\M y T. !..

4..g,ggy.gug goutp g

gousM s

'l t

~

,... ~,. m s

Y>

I,Sl$l$:vg -

Acc.3x3/f.t.

wu,nrn w

E

~~'

s

~

..q g

g,

(

s s

s./.

x

, s,

  • ,t 61.t=4 h/ b "'

l s'l ul 'Is'4%,,,)'N, f Mitbt wisst -

4 9

p u o.co= % - sis st

, ',)_

___.____i______-L_....,

_._y.hDOyW:t_h,_Ot3T[DM IO

.- L E M 98.A cost % w o2.-,Q** Wo_1 l

~ ~ - - - - - -

}

r 5'

SEE

  • WI dr y RC h s

l?

7

,.s-., -

-. -,--X

., - = = -

n.

g 1 - - -

g p

  • f Y 0"s'.~. *A*

[

\\

,f t -

,&* w

[

.1

~

n

  1. 4!

h.

T 0

I

    • l I'

~

O'.4 tu e

i e..' k 0

I E. l N$

f sO ts A

e

  • 4 b l '2.s'4 b.b 9

j tn r W

Plibt J,

fp' i

i

,,J' b *'

l_

1__t _'t.

l e G= o,beeA

[

(

i

, __ kDN Nh O k-((N F l &r o eE

2. :

& o L.E R-

?t. n'T' vo,e.m o n' n G f a ^1.

Con 4=r c, o es..r, oa E L. E l'/* T t a o>Jo

( RE F, 1)

O O

. HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET DATE: _. ',I L4,/ 8 7

.C TEA M TU N MET (ooI.67t Pt. A T vo,e. M NUMBER pp p.

bL b

i

.6N f,viirM D s r c A t e r, o,a BY:

SHEET NO.

OF N CT.

% "ns an a ur g

V i

// / // / ///// / / / ss ss2/

/'/ // /V///

\\

' 7 r

i I

P

?-

L 6x 4 B

L 3 x.5 e p FI6, orc 3:

(oor_ s A Pt A T F o n M O g i 4 i aJ pr<

Co4 F# 4 V A A T wd M o d eJ Ta rJ 4 Ds rA tt

+.. ~,

...m.._

.-..___y

(

HOPPER AND ASSOCIATES ENGNEERS CALCULATION SHEET I/74f U

.l.,,,77 A t-1 TV PJ M EL bow PI AT Fo re 14 DATE:

NUMBER y p.

i mg; S A 5 W Dd G c A r # Tio,J BY:

SHEET NO.

OF

/

H o D t FtE O DESit; r3 Co p i= r 4 J R A 'r t * *3 Tec STEA-t 4 ru n N et C.co s.EK

~ PLAT Fo m%

I+AG E E8)J H o O t Fieo we Dedo EDP $720 krA ReF2)

To ira e p-o vs Yht C k A 9-h C TE e. 4 LTI c s oF THE PL-A T 1=0 c S Tt CH ATN-cnr H f

'O A C Gr>064 TAKC4 r

/ A>

TMME A stC A 4 t Sa r roe.r ro ccr i.i a e, 1

Een cc To A O :T A ccH T A1 A u.-

$uPrtat-rcu %

f rJ TE"A. H A t-h R A L * *) A

~

Ft t, o te s it 7R.ou4H 1 D o c., m e a v THe

(~f o D I F l'.A Y r o r) 4 WL EDP~ V20 fw h.

I 1

1

-, ~ - -

. ~,...,

-, - ~..

- o o

HOPPER AND. ASSOCIATES ENCANEERS CALCULATION SHEET TITi8~ Ib Y E A M ' iud d EL O'oct-d se.

PLA 7FoA "

DATE:

NUMBER SN BYE H O F I #'C' # 7' O 'I b

BY:

SHEET NO.

OF N C T-Itern No.

ev. m Page 1 of Document to be Revised

\\'2.

Sc72 t-26o3 g.. gig zone B s e-s 1

,=

. 2 i

r N.

g eo mx.

I

.br,

\\l i

.cMV I

. REVISE 1

... p\\

. s ss' 7., A t1E E ' D E..' C -

i

\\

/i W,

g ge g '(. M

' l r L G = G O.6 - M1. % \\Y L.Ca3.C y'

u

.9 -

i 3

XX l

- - -== g i

m

%....us b J

4 s

Eq d

4

'b.4 ff. -

c c/

s D

og, e

co s

-!m% u,,

he ea

'g N..['

h 7)

Eh 4

\\, I '

i o

4 p.

4 e

,9) e s

g

- g

.[

'y/'

Ao

  • N L>

F Jf

  • o r.-

i E

1 s 2

__=,

r a.

%.c.

1,.s.,..tsog _N.. u l

gpt

.A -

E

.s#==*

N CTVP 6 Pt.5)

. n4 Y'.

.[

h O

I.J j;.; et

'i ADD d,

69

.. e 7

Ys.

.,) -

.6.'),,stu'.@ Qt.w z'r.2Ag[of,-

f

'.,g' 5 d

g T.S. 3's z.150

,y m=.___=-,

Y_

uFZb8l$T -Am.m A.

,.y y.cser inw y

...e.e4 e yNylirrvy;'.y l

s Ft (, 0 e. e k'

Co o t-e e 'Pi AT Poe'~

h o O r Fis p Co r> c t f. w r*,n, s o.)

?L.- A O Q[W

( re F. c)

O O

HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET MA M Tv 0 W CL Goo LEr.-

f't A *t WD se M DATE:

I/f '

NUMBER g p.

N' SHEET NO.

OF ~

1 TEM D Es, c. A t & T e o d BY:

SUBJECT:

j REVISE (REVl$6 l

.M.',~Q

~ n w.~-

v i M, w.

d-".y+> !

!I 3

-___.m_- -.-YE:

s' D 3 -

7 i L

_i i

r, q

u eco,4 %.v a t.sout@ V*S*4

  • D4T*( - /

k t

T

~

te,44 ywec.wouwP

/ "" ~.s e

4. toomug <souxu l

9 out.x) dl sy:%

n, aw/,.-

t, ao aant

<sovra nm-

o. i g

.h

$ l 4

.I b

4 N\\ *%

g"Mid q i

6'

.Vdg.O s

me s.

n

.,tb

, AE

,...[..

d i

pp M3")

._E W 9.o.s_Loovaq_houtg

- --%%MbTtoM. boov.tu4_ Row.t v.P? %M 7 t4 u Ae s.

co o ax. ec. A T Fo M H o u e Fr. u Co a P o C, a An r e o.)

l l

GL,-C VA *rt D A

(.eer. 2)

.~

' o O

HOPPER AND. ASSOCIATES ENGINEERS CALCULATION SHEET 5- [ *> 7 NUMBER O

p s..

4TA M -TU e i eJ EL (*oo t-ert P4 A T Fo a " DATE:

NL O

M.$ TE M D 6 f,C C' F Tt od By:

SHEET NO.

OF

SUBJECT:

rege 4 of 5 I$

coewment to be Revised Sc72.1-2603 sone 85EG OELOW r-

~ (tvc)'

EXIST, gEUAV p--_7 j

  • ]

fl (towto So')

8 k;M

(@h,'NE*f."*! 6.N

~

rm J U3lW^ \\-

\\

u,s+.

~

r.-

k

[\\\\\\\\ \\.,2+$.1,'! ul.., '

W".' Cp

~

~

t-

~

i. -

.,s.e cM 8,#

j l

s

/

J l

, w#-t

  • w.

bI "N+10LE.

./

l */

EXtET.

1 gLS*3 l

/

a

~

5 Ei viv.)wt M6x6wI i

$ )

Not DETAIL N ~

$" M

    • g

.. und (A*S) j 1,4 Cbuc.15 EDGE

]

r

-%w a

.s 7 y

AuCHOR W/8" u.EMBD. -

V s-7 E/l 10"#2")

_7 ZVi

,.-4 6x t.

l V*.-l*)

U *Y #

' *2','%

iMT G

g.FutR R

/

stu av num 7

, /.,ra'f,.:?

/

'o ' '.

i "a

pt 1

g

/

ti 6 3 o

  • 8"'

'E i

Q h.j k A V h

l'l

\\

o l,!

N

\\g

-Renova ouTETAMOUG g>fg

l s

y LEG AboVE NEW L l

g 9

J".

t.aN*1 1

H.S. 50LTS g,W+ H.E BOLT

. oo met vistans t,

Ibl* N"E -

EXISTIMG (JEL.D

. SEC.T10bl i-1 j

(D-5)

FI 6, u R s (o -

coousa riarroem l

$10 9i F/6 D C~o N r!lr v R A %O r)

DE T A i L. f.,

l (RsF 2.)

--+uu-m:

me g

,yi-,.,,*---t yeNN=8-"mw=W='=---My7mw---ww***w-"Ww' - - - - '

'wwwN-www--*-'N-m

QOPPER. AND ASSOCIATES o ENemEEra CALCULATION SHEET II TITI F. [T'CA M W t b I Ct.

>0L E A PL. A r F o et M DATE:

NUMBER 6%NM ML Cft i P T o d b C-S BY:

SHEET NO.

OF

SUBJECT:

Itern 30. 7 Rev.-

A Page 6 of 5 Document to be Revised D

6C72 f-2603 Sone SES BELOM w

f 10*

T.

y,xigy,1)[4 Aucyog /t)

ADO O)LLIAMS B-5 B

CKET AS (t'/[)

["/[+ ROLES ' (!yg")

(Rii110VED TLuSW ad RE Fon Tut.L C64 TACT-l (THis stoE outy) x a

[

8'

~

o M

i I

)

,+

-..i I

i

-opN-_

I l

3 c-c ma vcoene ana0 6" filN. Et4 BED.

L44m4

( A%.BO'Ouf0FHORil.

k

.g"gY PLUM To CLEAR ext'.>T.

4x4 4 butmG tutTALthT10W FOR THis ** 06 #8W (0 -2.)

i Yli IVi,3/l TYP),g l

N t

ish'4wous

...ar')

(T.s..sx s j

,i T

gsg=%x Ss'

-== - - -

,=

- s vv.

" I%"

DisT. 46x6 m I~

A"*Atts V5 BOLT CTYP)

(SNUG TitHT U DOUBLE t.-

Mun To LOCK l

- DETAR. " C"-

(6-4)

I

  • l [. O fl 1' COO M L TL A T "F-v / m M o Pi 7 /E b C> eJ Fr 4 0 ft. A T e o,3 D 2 Yh t L,. 6 (eee s )

O O

HOPPER AND Associates ENGINEERS CALCULATION SHEET If'2.6f O TRi s:- S TE'A M IU N 'J "' 00 01-C#"-

PL A T *Fo # ^

DATE:

NUMBER b l-f ArN A LN b ' S' BY:

SHEET NO.

OF

SUBJECT:

A ta A L N G,i S O.,

O R. t G I A A-t D E S, t /, s]

Cc +2 V ! Cr V A A T e o r)

A F t rJ # 73:'

SZ-E M C m> T H o O5/

OAS P tt.g f A ACD.

&t S H o OST do ts L. r s r L oF lZ f3 0 0 M Po r r) T1 k)Il lCet h1t C f^J T C A Co />/J C C 't*D

    • y ].ls bEh m El-C t-1 Cr>TL.

TP6 HASG 0P T"!M~~

(.,,.o o L c A.

v eJ sT wAs LvMPcp AT A l't'A o o'R r A-Tt h) o O A c pot M T4

'f~l G V d.C 0.6 Hu 2.

TH6 Fw a rE GW ucUT H o O rt.

Of: T34 C,ooL Eit

'O.-A TFore M.

M Ft r) t 76 ((4~M Cp f PitOl;~ n "As)S4!"

OAS U S G'D To

1) G~ TEc-r-f / N E TPc FM 9Jent!cs

'P - A T % e m.

~426* P. *-

/

oC THs h G S t.o e-1.,J 4 H EZ.AC i e c.

426*S f'c oss e o ec TM-c Pt-A T 4; o R H A

WCdk)6M &1 oF Asour (8 h use com e, rc b.

bhSED U Po N THE f/4 H VMXI 6 f t ! O OF THf H o a rJ 79*J G h) G t C,$

h 9 3 A c< si T~ To 71+c d e te- */> 4 P., O l

  • 1~ L,

A l 0 l'.A c REL Po &$ E Hooc Is. M o Ac Lt t<E L 1

~T~O O C c. v P.

a o

HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET I]2f 67 y p. ' 6 TEA m TU M M ct Goo tse SAT 5o*N DATE:

NUMBER MMN S I E BY:

SHEET NO.10F i SUEUECT:

f FREQUENCY:

f = 17.7 cps f

l

, TITLE ORIGINAL DESIGN CONFIGURATION (HINGED)

F( f., J Rs 8 *, Ft d t TC ELEM E U T h O O CL.-

0 9-t Ca o a AL.

05St4 A H/445D Nova nd A l

l

n O

m)

HOPPER AND ASSOCIATED EwanEEns

' CALCULATION SHEET I f 24' 07 Tm F-SD N N ME7-N @k CN 8& A T F @ fE PA DAE M BER b

k

SUBJECT:

hN 4 8-M S ' S BY:

SHEET NO.

OF T F c e E F ate s,

-res Fos _t. o a r a 4 618 PL e rie a A r AL4$lS Uh$ UyQC4rAygy

  • f~O gf,7y y A Tg a

T W C-9~A s Gl onna c y D u c-

  • ro

/.o w Pt c.+ r s l L i 7 y

&T TM GCILtM4 t-t o u N TI M C,.

y o '- 9 "_

E'-o"

_u l 3os.f a soi.r/

l

_ _ -r-_______.______

_g____

)

~~

/

I

./ L (, a y a f '

L 1x s>i 5

sw p'

g

==

h

+

S o ll k

=

m T

A-3 -

L 6,

R-s R = *s(4.t) n.iw 1

A: bo

  • s *'b 1 (g,, 4) - o. I16 u, t

R.

A..

T" 3

L-69" G-12 (l0') ALl2 7

A u

o HOPPER AND ASSOCIATE 3 ENGINEERS CAi.CUL.ATION SHEET

'/24 !O7 Tm8 S h TI' " ^# EZ-0# # d-EX Pl-AT '#*

  • M DATE:

NUMBER M AD S i S BY:

SHEET NO.

OF

SUBJECT:

I

  • )
  • 370(,flo.s) 69 (t2.) 10' (.17s)

.Q To FF HCCS.

  • 2'70 00Qihlp
  • FP4 QAca u-t:

i O////

d9 6

N (r r

to l I h) = 3. ?, he *p 3 2'

l4-r k

( eer. 4 A

nss d '

l 2.1 i

l l

9 l

SPC 210 do o (380 6 91 %

gy 37 3 Soo (37 )

2 i

l V S ot-m e V rJ t Q. 0 E Ira C L A s'r o c 6 8 TC i

. S P e d.t C l c.

R. E S. P o rJ S C 4 PE C.7%. A FC g VA M oV$

D V C. TI 4 t 7'L7 We C To 12. s, A r l

l l

l

.. _ -... ~ _ _ _ _ _. _. _ _..., _ _.. _ _ _ _ _ _ _

~

O T

G J

HOPPER AND As OCIATE3 ENGNEERS CALCULATION SHEET

',!M,! O 7 y r. 6TFA-M Til H n et.

Co o4.sN_

"Pt. A-r ro se M DATE:

NUMBER N "

SUBJECT:

AM A't-M CI E BY:

SHEET NO.

OF bHD&A)

/A> rk A t'?ss) D t x,

Aec

/r P r<

  • cr< # L E 1=o f

.S r e o c noA-n <-

R e i L r.* a s s C+c. Co t-A T t o n S.

f REF, S)

M 0 Ot'FIE D D6$ l & N So 9 F I450 R A TI O*)

T+6 1;I 9 I T'E Cl. SH 5rJ T H o O C L,.

% re.

M M o Ot Fo C D PL A 'i Fo R. H CoH Le S 7.s o F' 18 A) o DC C LO I H C.+l A46*

toJ % CoH n Scrra By S S~

Bin r1 GTs t'ru%,

Tl+G H A SS oF TM Co o i Est. v a o T.*

sa A !.,

f.,,. o H Ps b A T' A /* t* A o P 82

  • A 7E

!>oorw.

Por 4 r.s.

T*lhC Co r 1 PQ TCA.

fK o (, G-A + s A*J b \\) $

L4A L d.sc o T~o D s Tc a r. s

  • M E 'rlie Pn.can ac s> t. r c s or Tysr R A*r Fut+<.

D0E

  • T" 0 T*GC S TA.A)CTV/Le+1

/H o D t F;I C A Y! o eJ.b T~ W l O C.ht 9:/,6k 9 6i J t r y

&T

  • TNC CB7t /+3 A H a o eJ 7~rsJ 4 U)A L 4 RCA TL 4 P6 b d CC b he D o *J K

&J A !!,0 MC "I~ W A T THf MO DI P rC O PLA T Fod-M H)ILt d.c b Po rJ O El-A.S T'i Wt 4 f) U s2 r tu 4 A

S*$6 l=7En'r, Tkl 0 (so M f V YC &

M A1f. 't & E L W C f. G

?*E A VC!* !** t D,

C A)6 kM nt. Lt.G !,!

arc 6 0 M E L N /N f E &nN&crooHs t

AT

'~He CE i L i +3 6 tu o u ^> r i s) to tJMtLe rkc

O Os

+

v HOPPER. AND ASSOCIATES BKMNEERS CALCULATION SHEET U

/7 TITt F-b73FA M " W 6L-I0 0 '--CK--

"PL ^~T 7'* # M DATE:

NUMBER N

$"t3 KEN 6i G BY:

SHEET NO.

OF

SUBJECT:

br Al-Nseb hSSvMcs fI/r i O lEf t id t, 6 G C-o s) C>

a t-1 o o ea TI J Cr S.

F t (., o e s T

A es o

/o 5goa 79,s-Fi a) i 76 ET di:'f-t F#J T H o oft 3 F o,C.

77/E As o o a f:a eO Ps A r P o,<.m c.o a v oc, o e A ro o10 TWG $5'$ V L T.6 ~

O F' S oTH A a a t-Y C E 5.

S M-o N i

A PL.A T Forc ~ T de e.ss x.>t y oP Ae. oar i8 H+

I tJ O I c A Y I rJ 4, TMsT tit-c /t)i=t ocN &&~ oF 77FC 6 0 Pt'o P Y ' Cord O t 77 o rJ!.,,

!L p-*irJo H %,

C bdMhiAAM oF Q.G V t TS TAsLe L

S o m m ^ a.

  • a-e s 1% wr a a s.

OF Aw M Am ss$,

l l

HOPPER AND ASSOCIATES sensens CALCULATION SHEET

< s

'[2'f87 Yk p,. 47srAm neJra cz-Cooe-m PtAmm s oArg:

NUMBER bb b

A N A A M S ' C-sy:

SHEET NO.

OF g g.

7 FREQUENCY:

f = 17.8 cps 46 4%

f 4

eg i

44 l

TITLE MODIFIED DESIGN CONFIGURATION (FIXED)

I~ I 6, V A.E (0:

Fre>e TE E M u c,Jr M a c C L.-

HObI r o CO O E. C tC, 0 VIksD M o u 4 9"oes t, fj.,.

5

  • j f p

a

-a~~r

.-.n.

._. --,e,-,--,-,,----.--e-

,,me.m,.

,,-,n---.,

,,n,,,,

---,.n-,-

, - ~,

O O

HOPPER AND ASSOCIATES ENCM EERS CALCULATION SHEET y s. STCA M TU U MC Co o t.-4 TL A r1:o a" DATE:

  1. !b!87 Ib NUMBER 7

k b 63 4 #~ Y E ' S BY:

O' SHEET NO.

OF SUS. JECT:

FREQUENCY:

17.8 cps Y

t f/

/

Y

\\ff 1

TITLE MODIFIED DESIGN CONFIGURATION (HINGED) 1 f l (1 d V E @ t Pl +) o TC C l.5 H 6*FJ T H O O El h,:) D # F is p DE s t t, 4 l

M t p fr E p H O JrJ To u t, l

1

< ) h '.. p i

O n

U U

HOPPER AND ASSOCIATE 3 ENGINEERS CALCULATION SHEET y p. 6TFAs 1 rt)M N ET

(.ooz. ex_

/E A t% " DATE:

87 NUMBER M

Ad A WA# 4 BY:

DC-SHEET NO.

OF k

SUBJECT:

Ts/Pg 0F PA. AT8:o A M A 66 UM e tiod 6 Fo rm. AW Aky CIC M G d24 sr 4 ( s/

A.

GLA L TD C kLPo *) L C H-I 4 4 S D AT CE/4./ M 4 017 I G I ru A L_

F1 o y pa r g ss 4 D 8 h, l A N C o +J FI A J IL b v o10 e

PL, A b 7I L Rsb Po M C, C 0, 9 2 cp ova ro u c.,,e,rz.,rs A T' Cct s. t M C,

! =* O u ! * *

  • t t 0 sa.) E L-x s r t c.

P-c.s p o a s c

$18 94 Ch A 7 c.Si 4-/ vt, l7.79 p fvi o o a F i E e3 N o v.a t,9 c,

'P C f. f 4 N

(,,o rJ FI & t) Al 4 *r I o o) k-)

EL.A G TI C M Fo M C E j

r,vc o n eer u, a e, 11.8e y t-t o u re 'reoa t, Th 646 l

S U M t-t A (t N oF Q L 0 g r g, I

. -) 3,..

(;,

l l

l

(d" (v)

HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET I

!O7 TITtp $TCA M

'I~V PJ PJ E L.

do o L.E A P4-AT FO W M DATE:

NUMBER I

NFE EW M BY:

SHEET NO.

OF

SUBJECT:

'R. E FE K.EdCEs I.

Dedo P AAve o 4 5 :

S C 7 2I~ 24;o S P4-th : PL A N -

SW 'rvanc2-C o o s-e n.

P.AvFonm +- 1 t

5(, ~11 t - 2 6ott

%b:

PtA o-SWA >A Tod a ct.

(o o t cre PL A T P O re.m it I S S ~12. s - 29si

%A:

Og rA ti-s - STEE L

  • O lt.

STE~A m TUH n Gt C o o t-s~n

?t A T F o n H C.

F l W.

  • 2-f,.

DE co E D P - 6 7 2. o he. A :

Graac.n,aae M o o a we cA t-i o a ra srs A m 70 a a et.

ihJ. r co o c.cc

?L.A T~Fo M.H L.

3.

A+J.sy s c.o meorac Pug et. A m

  • S LJ A *J '.' o r) AM A4 9 6/ s

.Sy s rs m s - ita c.,

Pev. 4.1,

19 8 %

I.

S t. s v i d.c,

R.. O.j FM ~vLAL h et H A N (L w t

l t

n e -,<., m nooa su m; u,a c~

e u e. c., t,+, s e, to.

ieoq

)

5.

H o f fca i+9 D A CCoc4Aits)

S7n A.m 7 v ens et-Co o t ern.

Pt A T v ore n EAg.r y a a ga's 7=p t 0%

bt)$ CEPTI B I t. t 9 ET/ AL o A yv o,J

(,.A g,, c,a t. A 77 o e > r, DSc., Q 2, t 9 8 C.

l I.

.I I

I,,

4

,a a

l l

e

---.c-e,

.r-.,

--.m

,.,.._---.yr-r--~

__,-,_-c__-

y9-

-,, - -,. _ ~ -, -,, -

~

7, 1.

o-

- o HOPPER AND ASSOCIATES

^ 7' ENGINEERS s

APPENDIX INELASTIC RESPONSE SPECTRA-i DESIGN LOADING p

Elastic Demian Situation Floor response spectra and spectra envelopes exit for the Fermi reac-tor auxiliary building and the RHR complex (1).

This ensemble of elastic spectra describe the anticipated facility response for various earthquake events as a function of structural location.

Inelastic Loadina f

Structural systems are known to experience significant inelastic deformation during an earthquake.

Such effects have no detrimental l

influence upon the integrity of most structural systems.

Furthermore, in normal operation, similar local inelastic. response phenomena are noted and justifiably ignored.

l.

varies The influence of inelastic response on design response spectra l

with the system ductility or the extent of the inelastic response Acceleration response. spectra may be adjusted to account phenomena.

for the influence of' ductility by use of simple rules developed from detailed inelastic analysis of dynamic system subjected to earthquake, random, and shock pulse acceleration' excitation (2).

The influence of system ductility on spectral acceleration is described as a

function of the frequency zones of a given response spectrum and is partitioned into four different regions.

Reaion 1 is the low frequency range in which spectral deformations are Therefore spectral f

equivalent in the elastic and inelastic systems.

accelerations must be 1/p times the elastic accelerations for the in-elastic system.

This range extends up to the frequency approximately 1/3 the distance between the frequency at which the spectrum dropa sharply'to the right and the frequency where displacement is no longer constant.

Is.

2 1e the intdkmediate frequency range where observations reveal Reaion that elastic and inelastic energies are preserved.

-Al-

O

~

j HOPPER AND ASSOCIATES ENGINEERS A

FORCE o

ELASTIC a,

i I

YIELD I

lNELASTIC f

R y

I I

1 l

I g

i I

I f

4 U

U U, = pU DISPLACEMENT y

c y

R (U, - 1/2 U ) = R (pU - 1/2 U )

y y

y y

y

=RU(p-1/2) yy or c

(2p - 1) =

2

However, since linear

=

.y y

-A2-l

. -~-

Q o

.; s* -

HOPPER AND ASSOCIATES -

i -

ENGINEERS Thus.

J C

U{.= / 2 p - 1 So'apectral accelerations must be reduced from the elastic to the in-elastic situation by the factor:

1 R

i p.

c

/2p - 1 i

This range extends up to the point where acceleration drops from a pisteau to transition with the zero period acceleration.

F Reaion 3 is a " smoothed in" transition zone between. Region

-2 and Region 4.

l Reaion 4

is the high frequency range in which spectral accelerations are equivalent in the elastic and inelastic systems.

This range begins at the location where the spectrum becomes constant at a zero period acceleration.

These regions are shown on the representative spectrum of Figure 1.

Corresponding envelope Fermi inelastic design spectral adjustments at representative elevation 659' - 6" are shown in Figures 2 and 3 based upon these generic ductile response spectra generation rules.

Precise inelastic response spectra may be developed for various duc-tility factors for any specific defined t1me history accelerat1on ex-citation.

A computer program was developed and verified for gener-otton of such ductile response spectra.

-Fermi facility time history information exists describing the response of various structure locations to site specific earthquake excitation (3).

Ductile response spectra were generated using the Fermi specific time history acceleration records at elevation 659' - 6".

The resuit-ing spectra were in general conformance with those obtained by direct

=pectral modification techniques.

These spectra are illustrated in Figures 4 and 5.

Figure 6 presents envelope horizontal spectra for various ductility factors.

It is observed that once ductility is mobilized, effective design ac-celerations do not exceed the elastic zero period acceleration threshold.

-A3-1

.-,-,c,

,-,-,,-,..,,-n,_._,-_,,-

HOPPER AND ASSOCIATES

~

ENGINEERS

_ [iM'/NNY b$s'

'N'rN^/YY3$(

Y2M YD8 D:

'xM6E EYNDN-v x

i e

'M N

x'a&\\x

// W/x

^s X-.wNs

//N

/v 7

C DXxN

//X.//x.

Jx ', vs d[w'A iX X N u\\ W//////iN f AASW///f/

X X \\XNNNlx////X/ X.

E. \\

'/

@X// / '< ^

'x \\\\'M6//// X /

h X

X/N X \\\\ sXW 2'/ X A

/ \\

6M/ A A N M$6 ~1 1/ )\\ /

~\\ Wd$y I

X \\N5 W//

/N E.

.M ftb\\( 6 'NhkuW VK d6W.(,2 u,i N AgTys y pjioNyj x

s

$$WE{f fs%,[Wh'5$$?VN$N NS$V kW

$h

[/' // ) n

,~

n n/

u/>/,wns

/I//

/_fi/X X N'As

/N//TI 4

"+v

.N X Ni>'\\t

/> // Y fn-N Y NxVs

. WX,

A-A A '-acsNs

//Y,

': _ 1/3 C s:. '1"/3' _,f q

  1. '1/3 p, xx

,e wNi\\,y

, /,y/ x x,s3xxx s

x, J'///s:' l/sIx x^AN r,^/ AA y Mt/////V /

v %X W//

X/X X NNN)

^

v,r//Ae/N A

NN N%

o s

// X /\\ X MW//

A / N A\\\\ RW//

& /

& N NM i

W/

/\\ /\\ \\M$%'7 A A \\ MM'/

/\\/N kX$3% / /\\ A NM3 x

i h h,, N$ [/h)NI)NY b k 335$NE / -[d NM -/ \\ YM Y

/

\\i$

&($

s,, N N

/ y'

) 'x%

./ 'Q(

\\

' /

7x 'X'N N

/ / L/ b;,I

{ '~,/p'A d

\\

h

\\

/ x,e

/

s

/

/

-~s>v /x b( /

M : hM ov/'< w

( hsw

' %d

?

0 u a

,8

,x m x v/ x/~

a a/

/// w

/~ m s

m,/ w

, /

w x,

7m/v in/s v xm m,vy

.th, _,,~x/

o y ux x xm w W+x n m xxm 7, '//Y/ A /\\ A \\'('Gs\\

// W/A/

/y s

_o L'X/A /N A XXXX\\

///

A /

A'

.yNxN

. N( '

E pv A A y s

W/

w//s/

A A N^Aw//// S

^s e

/ X /\\ X NN GW//

X(NKoD

~5. p/; X /N X Y'NW// D T XX['d)Q Nxy////w

^

A vs xw

@X/ /\\ /N \\MidW/

/\\/\\D$)@f/\\/N \\M$$W/

/V /x \\ ')N

xW 7T333MM /T'X?CMM o?

r- *?OMM #7 T X3G2 2

//

//

$~

N A

o

[INFi.UENCE'0F DUCTILITY ON' ACCELERATION

( )

KN Q%

f

~ / 7

/ /X 7

X N

)

o k

x \\s.'

w %p NN-

- R

\\

>"; fl Vl'ki/ NI NIX:

X,W

./

p NA s

D Y

\\ I D

L FIGURE 1

,'\\

\\M

\\)

4 g gjg/

/

X

/

/

x

/

Os 02 04 06 08 10

.2 4

6

.8 to 20 40 60 0 0 e0 0 20 0 400 600 000 ro FREQUENCY (H2 )

O o

M;M JC 7.

I x

X

/.X 2L/\\A' /. /\\

A i

/"s

/'n"VV '1(V'N.// \\ V\\

/\\

p rycnysA xy N:/ x fjj (ys,A Ay x,f x ff/ys.x. x spN xi y N o r

5D hW\\M NA

'\\ ////XNW\\X

\\/\\

'N ////sW#.TAh/\\

2

>C\\VK\\/\\! \\

/X// / /NX\\'k\\ \\/\\ \\ /X[// /M\\X\\'

o 8

V\\\\X\\\\ MW

/ / V\\'NX \\ \\ ////X/// M<\\Y m

< /

M

/ !l 6 /X' / M\\\\ W//X' / W\\\\M% X/

o K

/

//

N\\\\'X X h (n/V X

/

N\\\\X/5[X/\\//(

A

/

A/

E b/ V Y

XX7xW>(

V V

M256(x'32( V M

'ok j

^

N

  1. Y N/ \\

NA V

N/ 1 V/MXXWs X V

<\\o

//7MsX'

\\>Bs'X' \\ ! M'/'//MEXNX \\ 3f6/'/XxX

)NX'\\ i o

N MN'\\M G)X\\\\W//V//%$$$N'NW/X/'/Y S

MNb, 9NkbMND/Nkbd@

2 :

/x) x Ym A

/\\

^

7"Ymwrn A A

/Jtxvvvin ex A

M'WXN\\_ X V

N

///XsAX N./N A V

N o

///)VXV\\X N/ \\

//

V////NM

\\A

\\/ \\

\\/ /A\\XPA

\\A

\\/ \\

N/////NX\\X\\A N/ \\

m

//X// / MK\\'/\\ WY'L/NNG3(\\ \\ /MC// / %\\K\\ Y o*

W//

/ AWMA?AC'//

XNNX\\\\ N//b X/ / XM o

/

k YY

\\

/

/

o

\\ I/

\\\\\\ V X X /\\/

(

A

/

'o '$

k X<

/\\

/

~ \\\\Y5CKX/\\K X

/

M(4 Y

Y\\

DX Y Y X

Y X X d

s s

AXs Y

N

////

/X V $ 7*

p/ T x'NA X V

<K g

p m

/[p 1

\\ mi

  • / I

\\

! /M o

j

/

/

\\.'4V/ MSN'589/'X/VMS%W j

~

NM

'8 M

I o

x$

Q!

/M.A x Y v..

x /

revAx v in s's A

i l_rcxxvvin zg m wxv u 1

///mavxx v

,3 exvt M ens

\\/// /' - V NrN. \\/\\

V\\

// ///VMN.A N/ \\

0 5 j"W\\X

\\n ~ g

[

g X// / MNK\\N(Y \\ A

/M\\X \\ 3 *-

W i(/X/ / Xs\\'/i\\\\hU//

/

X'N V N \\'o\\ M'/J

  • / WN Y E'

//'<//

XNNN\\ X\\ \\ M gg Y

/

fY /

f/

Y\\ l hh\\h

/,f /

,~ M\\NXX/\\/

(

/

oI/

/

'\\

/

~\\\\'N'5(X /-/Y K

~

KY x

. XXXX X Y P 6XX'YYY

\\/

/

N55o(Y3

( f s

o'j / W O C' K V N

y 4_hJJ26N<WX Y f,s gg/>MXVs s

s. % '/ //%XQ \\X \\ 3/// />MA A'N :

Fb Q M

\\

0 y

\\.,

g s

""""-/M xy V'

.n a

/x

/MXy v vx /x /x

/N.Ax v m a A

(

//;')MXh/'x [

d,

//s'XOXV \\ /s V

\\

///F@h\\'\\ ^

V

\\g T/////NX NX NA

'\\/////VM

\\/\\

V\\

V////V NANA t/\\

W// / WsX'

_\\ \\ M(// / MN.6 Y\\ \\ M(/// MM\\Y\\ \\s g

/4M

/ XsNx"N\\ \\/N/X' / MN'<N \\ '\\ //

i//X/ / X 'j?.

/

/

/

\\

/

\\

g NX(b Hj@@fM% Ah NM&

/N ?2 NM x

8dN"Vf9MMR xf93I$MMf6

/

\\

o'

/

\\

/'

/

' gy

~'

p ~ /j/ /

\\sg W

/ /

A N, v

s.

- %s.

e w

,/ N\\ \\N n'

/

s b

?

/ N /l l

/ N/

l

./

..lg o

e o

o.

~

a o y

y 8

],

(386/w) All3013A

-AS-

O o

~

~

i 0

xxuxx x x

x m^x^ ^

A 4

A resvwv

<ex n

ex r;UYNA X'V V/ \\

//A(YNA A V N/ \\

//mrXwX v

N o

{

xNWNY \\ /x

\\ /'///XNO(sX NA N N//R\\iX

\\A f\\

2 s

/\\XNv'N N/\\ ' \\

N//

/ /NXNx"N N/'\\ \\ /X//#/ WsXN'I o

' V\\M\\\\ MW

/ / V\\V

\\\\/Y/M/

/ EN ')6 \\o 8

o-k [ [ f/ ts\\Nk bb k

N

[ f jk

/

N

=

o

\\nXA./V X

/

ANNXN'XJ/

Y A

/

I K

,/l K /'/

\\

VMdN V

V M256(%95( X Y Yi

/V S/

o

/ 4

///"> M X '

n Y

\\/ 'A

  1. )QC MX Y

\\/ \\

V/NA X

V////jMAX

\\ NM/M 9NX'\\ #d Ms'>M( \\

o

/o

$MNNQ.V)'@s%dV/)A7/%?9%hWl/2 N

/ o 4^

romw nn n n

/mvvxn ex n

?

ex-cxmA A

WK VNX V

N u/XsAXVNX V

N o WgW

///>vXVNX V N MM Vs

\\/ N N/////\\X\\X\\fs N./ \\

V////NM NA

\\/N /

///// / MNhKMWN.IM5M\\Y N \\/N// / W\\X<\\ M o*

V/// / Xs' h\\'C#/MPM\\X\\\\MX/X/

/ MM

  • o

[!._ [ k\\bb)b h

~/ b

[N

[.

'5 WA/

o 2

K A

/

N'MXX/V n

/\\

S NNNWXX/5/

Y A

V

'o 929 X'

I Y Y

X-OOC

/xvN4 ^58 M.

y)

Y $ X X

>n s

e

+ v

\\

.ws x v

.g xu Y

\\ o g

d

\\s.\\ \\_k/ [b. +

h b#

?N b

s o

8

$2 MN/ M'sh8f

/V")W$sShMM d'. Ii jjQg gg

s

$g g-lg g

/ 4 j

_v,

- ex i v'cxxv vsn.

e s

xx v xn ex

/w x y vx, x /

o l

ze VM VN yN

///f/VMNA s/ N o

~

msmxmx mvxx v

.s.

m mm m x

~

/sNNX \\n 5

'g

~

<! w v/r' 7// / / V. _' </x\\Y\\ \\ /A

/%NKAN

,a f Xs\\X\\?'N N_

gg M

y k'jf X, /

,XMM N 'VM.

'// /

_XW e's, N'o\\ /p?'/)

  • / W\\N;(s h MN' M%/ /

./,%%M(X[X'l /

] M g

(

.\\DWX//V%/, NoY v o' W X /

M..A 4_

_ _\\WW/ /'/ K<- s.y'.

g 7 x x

x

>xxxx x Y Moooo ccxo

[N %_.'. s WQ M o/' ). W

- / \\

/W V:

NX. N. #f[/ MO 6 7 s. E$'/ M% \\A.

X * ?'

R J.

o

/

N,,!

/

s y

9

/u xv v xn a

n

/m v v vx ex./x

/exr v vx ex

,x

/ /;')V5XN/\\ X p's/

d

//>')MX 'N' \\ /s V

\\

/[//M)9 V\\

N/

\\ g T//

//\\X NX N_A + /.\\

"N//// NM N/\\

N/ \\

V/// fV WNA

\\_/ N W// / WNx'

\\\\ MS/// / WNK\\'/\\ \\ M(// / MMNY\\_ \\ ;

g 2'/l/ / / M

%. //UX/ / MNX"N\\_\\//2/X/ / MNK'1_\\ '\\ //

N'

[ (, [ )

'((k X [

MAMN

/

M\\MN

/

g p[/__xNg4 2

l M@gM%A/

RM<

x i

NXf c

l

@ X Ng> s. %29/($j@$6Q"ft^ "

[

hkk

(( %o

[v /hh(, \\s b[p; ?.N@KNd/lORh (

aN

/

s w

w x,

w

/

), ~ -/\\, ' M M/' s/,

.t I

w dbM

~

o o

~

p o

o o e

$5

~

PH/uq AU30VA

-A6-

O O

h AxAAA>

J.

x x

Axa/sA' A A A. A revyvv wx ex

/x W. Xy/N X

\\/

K o ryryNA x; y y/ N fjxxym Ay w \\

ff K\\nV\\M \\b

\\ ////AVsYNX

\\/\\

N.7//A>N#.N_A

/\\

2 9

' [N')@MhA\\

/V/

/.AWX\\ \\/\\_' \\ /W// /MhK\\ I o

8

(

W\\M\\\\ MW

/ / V\\NK \\ \\ //WX/// MNR o

m.

\\d@hM

/

4

\\

!Ms\\ d d W> />( / ' >lN' X' /[1 D(/

o

?

/

NN\\M'X//

X

/

NNNXYv'xA./ X A

/

'og g<^x.-X K//

4 7

7 XXN5NVV V

V i'26&xOt' Y Y

J/XXYsX Y N/

'\\

h799( W\\ X V k

- fxV sX' f Y N/ 'i 55NX'\\ !' /['I M{>NX' \\ M'M$X?

X \\ ;i /// M

\\

o o

$MNNN':1%.V'M>MNN?%7)V// >MNVA%V/Y k$V IW*/\\9%khbW/%bb$ X>D o

/.o XYViA A _

I'Xwvv1/N EX

/x

/;r.xyyNrx fx ex

<x 9

///)VXV \\~ X N/ \\

. T7\\XiWA V

\\

///XsAXi\\/N X V

\\ o t

//// /NM NA

\\/ \\

\\

///\\XNK

\\A N/ A V////NX\\XN_A N/ \\

///// / M\\N\\Y\\

MsM */ / )MO

.Y \\ \\/8// / 1\\K\\ Y o*

W//

/ LNDOX\\/#/X/W/ XsNA\\ N//UX/

/ MN>h\\o N

/

/

- b w+y

./

/

o

^p

- xwxuv v

^

/

o w

x

/\\

/

wwx,vvw

)#

)MX Y Y X

. 'u

( X d

d MM(M M

g

'/WNXNA X V

W

>XsX

'W//?v M.X< N 7xM>Nx' N.gL%

xNX Y

N

////

y V

n g

' t o

\\ x'J6'N/' M\\h

//MMAM'X I, i S

K' 4

$g R$$ l

/Nkh$

W l3 y

x /

';v,Ax y t/x A

/x

Lecx xv vn fx.

e a

y

.< max Y v.x z

'/NNAXVN_ X 8

///.%'NAY \\/t Y

/ // W',AVAX V

\\o5 ANNX

\\^

o

~z g

N//// JVM

\\fA V\\

////V

\\n\\A N/ \\

w

'\\K\\h [

A'W\\ X\\ \\z

  1. f/

' VM\\Y\\

'N M _

. j'9

/M//

s DJ k'/X/ / XM

.\\ N ?6/ /' MN/N\\fo'N /% M /oV hM5 Y//

~

g

/

(Xfj' /

AN\\)ff)$(>;/ / / WA's;Pv/xfx' /

'd M o/

DWX/

O

-y y

y~q

, jy 4N.. ' ',x$s,x/XX/ -Y'Y

(

N560(Y')

4XXY'N N

{ fY [

X X

!k k

N X

l

'\\

,y f x

/u.xi y xfx N

/s rfyxy y sf x fx fx fu.3y y vx fx l

///XV%X' V\\A[/

it,

///FvNXV \\A Y

\\

ff/XV'NXV\\X g

T//- //V NX \\A

\\

"\\/////VAX

\\/N V_\\

V/// /sX NA\\A

\\/ \\

I

/M// / MNN'

\\ [Y// / U \\.N\\ Y\\ \\ Mb#// NM\\Y\\\\;

g 2'/X / / X 'f N eM/X

/ / XM \\ N/N/X/

/ X%\\\\h M&'-/. -HM@AAf Nyg4M/

/

\\

g

/

\\

/

-A' A"

$&'lvM3+Rf '\\ 8&MK"

[' 'Gb}

)'

/ 5,'

\\\\

j/ /

(

\\

[

9 ; yQ[J f

tf/ Wx,9 t-7,%.x 7x:-

y y

l

./

=b t'

/ Ni Y

_/

n/

o o o

e n

1.

c.

o e

o o e e

e

~

-g g.

~

(3H/*) All3013A

-A7-

O O

~

1 0

AxAAxp 1

x x

xxaAxx ^

x _ ^

mvven n n

  1. rXYYNA X~v N:/ \\

// MYNA A~ Y

\\~/

\\

///MX YNVx XJ N./

N o

>'AAVNY \\ /*N

\\ ////AWNX

\\/\\

\\ N/ /AYs/I' Js I f' E

O [J '

N)(Ns/\\ \\/\\ \\

fi// / /\\>CNWNA\\

/X/// (W M\\ Y

8 /

o 8

Og/ VM\\ N MW

/ / VNVs \\ \\ /A7/X //XA'M Wlf /

. h\\&h Ik k$ \\ Y,/X/k

/,

/

y a bY'(di \\'N\\';O W^/V X

/

NNNXA/XMY A

/

'o

?

?

P K

^

~,y v

>G*2k'Y'/V V V

M N'Xd ( Y Y

j

^

d Y\\/ \\

NX Y \\/ \\

hMKYs/\\

X X/ e\\

///>D/x>C 9NXX

M X' \\. W///MK'{XNX' \\,W/fM

=*

N'\\.M

.W^M$WN?K9)ff'>'WnW#5'X//

$M k,

/

/ o s

/xvxvv.A A

evwvrAIA _ ^

/;rx v vs/xa ex

^

?

2%X/wNA V

\\

///X'AX\\/\\ A V

h o f//)hMV\\X \\/ \\

m v'///.J'VM \\A

\\/ N /\\/

'/\\XX?( M N/ \\

N/////\\X\\X\\A N/ \\

m

//W/ / M'nNYM.

M

'/MV'/\\ Y \\\\ //X// /16N.Xm\\ lQ q

W//

/ K'QK\\A/hVX/#

XsRXNN 'N/N/X/ / Mm \\*o

[ k

\\

N/

b\\\\

/

[.

o

$!/

/

\\\\VAY.^/N/t

/

N K

,'N "s\\. S* o l 'WWX^/5/ Y A

/

'o, y

>XxXX) Y Y X

( /s K

X

{y$ $

  • / NAXTi\\

X V

  1. 4 9

m

'/ w g<

.Y N

///)C/

A X

\\. A /1 b

\\

\\.

t o

/

t_

s t

1 t

bN N.'/X/V'WQQN'MVA-d

~i MM'/ X

'5 SMN '

u s

M$8@ 3 Q@ i h

l $$

'[4$$$@ l i

50 g

l pr fuAn y v x.

x /

ru,AA y xn

.ex n

i v'cxxvv'._ n rYsAXw_ X_ z g

/./ >

?JxmAy %_A

'I

/ // 3rAVNX V

.,N

,, w 3

w

////

'VM N/\\

VN Uff/ C^NA N/ \\ o C T

s"sX\\X \\n ' O L'.

a g

W//./ XM\\ X\\ \\ ///,

/ / Xs\\K\\N N \\ /N

/M N.K\\h MW

\\'o\\ //Z/;. oV XsW

~

s4 k'/X/ / ANXN N v'N/A/

4 j ] l /'

&j[N&/Xj hh%&)/,Y

~

i

.\\ W X>

y 3-A

,x t '.-

= 3,/ V! ^ o OZ

( f/ Y T"

xxyfpjjy 4

, Sp

\\

SXK)O< X M T

/3( 'i/

Y

'2566 0 0 l

/

j k'h8E

' N/ *$$$k

./

s 9hbk v'

x

u. xx y xn ex n

/u.xy v vx xx /x

/n.Ar v in n

/x d.

//sTOXV \\A Y

\\

/[//UXV\\X h/

\\

g

  1. _e /

//; X@Nj h'T A

//// /V NAN /'s

\\/ \\

/\\

"N//// MNX

\\/\\

N/ \\

i T//// N NX \\A W// / M'\\X'

_\\ \\ M(// / M N.K\\ Y\\ \\ M '//36hK\\YN \\ > g v

k'jC/

/ ')(

. />2/X/ / XsW.\\ N/4/X' / MN6 N N //

%XN'\\W N

X / _l

' 'MM&/X / Mx'\\ X WF/X /

g n'J^ @

N' f 4Wy%A;/.

@'M</%

j;W

,f' v'

y O

N

%w r

m p n ;p.<

p.

n

/

/\\/ l f

/

)

./

/

l l

V o

m.

~

-3 o o e

n o

g.

~

pes /w) A113013A

- A 8 --

j a -

O O

.r-HOPPER AND ASSOCIATES ENGINEERS

'oo o x uv /x xx x m

x.eu / y a :7. x e.x v g_

V/ M}L W

'JO W

W/M A i% gf gn n

///v

/Y M

i N\\\\\\\\

//X//Y A h.5 N

_/////,X l,X 'qN.NMsf///X/' As A

N Xeg

  1. //// M A N WddiM/// X /N

&V/

X A Nf'MW/

A A WG y, %9%

% MWM

%%YiQ

^

/

/

>((//fX T

MW X

'N b2[d[ k

//ZVzY

/

N j q({f..

p%/fl

",* 'Mk@

v

/

o x

x w x, v ctra.m w/ z/ A m uxs

'N 1~#, 'AL U/WAL

/Y//

Y f'./s. Y NxVs

. b /L f/'t.)

///Y/ X /\\

XNm)\\\\\\

/

  1. ///<' /V)V N

'///N /s

/N N 'N NWs

/#N VJ M id$/// K /N K N NNt

% A @M SX///

X NQG< / /N A N~)?(&

i

. u

=_2 I,,',HWY SdMNhlM /\\ dkN

/

=

M psvwwx YW'9MMR(N$b$kh')z

'c s.

o f

x <- u n

.. w m x

< v&

s

'AM N.~ O 16 ~> 's f'

, X

_'dLT

/X//

X' [t L

'N /\\ A NX\\',N

///X/ A _! N A',NNJ s

@_9/, X

'u 'y A /t 'O.N\\M/////N( /N /,. Y MP '-c;

' >v

/\\ X N s':.M25(A / X~ ' N X N M

?.Dif /\\ /\\ NMM68K/ /\\ /\\ 'N Ch y%y_.. s 1, _.M$ '> ^ XN *N/

.3,0.

gf g,'-Q CONVENTIONAL SPECTRAL ADJUSTMENT

- V a c-

',lf, 5 WA$5'W(YYf'E

^ -

s' l

C}

FER I FACILITY SPECIFIC ADJUSTMEKI l

m

' /; \\,'N.

tr N

. y pf,$e D l

S

". N. _/. N..

Ns s

.K.

.5

.r 3

gy

,./

N,;^ *(A / p <\\

'g

=

}/

g %

l N

v.

.NdI'"',6

/

\\

\\;6 Pd

/

l e.0 20 40 40 to*00 200 400 60 0 0,,C scx FREQUENCY (Hg )

l ENVELOPE SPECTRA SITE SPECIFIC EARTHOUAKE, C = 7" l

VARIOUS DUCTILITY FACTORS (u)

FIGURE 6

-A9-

e

HOPPER AND ASSOCIATES y[r *

$l

'f ENGINEERS

, \\,.

4

).

t y

i Reierras.gn c

ICF2-55,5$9; Floor Responen Spectra and Envelopes 1.

Reactor / Auxiliary Building in RHR Coirplex; November 23, 198*.

f 2.

Velestos, Newmark, and Chelapsti; Defofmation Spectra for Elastic and Inelasto-Plastic Systems Subject to Ground Shock and

' Earthquake Motions; Third World Conference on Earthquake Engineering; 1965.

)[.

3.

EF2-59,309; Seismic Desige./Qdelification - Time Histories; SLS No. 2012; dated August 18,.19323 September 2, 1982.

k I

s

.e b

e.et 6

4

'\\-

I

-A10-1 E'

Retrieved from "https://kanterella.com/w/index.php?title=ML20212E847&oldid=3999868"