ML18114A746

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Lists Subj of 790514 & 18 Info Requests Re Amplified Response Spectra Using Soil Structure Interaction.Response Should Be Completed by 790523
ML18114A746
Person / Time
Site: Surry  
Issue date: 05/18/1979
From: Stello V
Office of Nuclear Reactor Regulation
To: Proffitt W
VIRGINIA POWER (VIRGINIA ELECTRIC & POWER CO.)
References
NUDOCS 7906290709
Download: ML18114A746 (2)


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MAY 1 8 1970 Docket tJos.&-2mb and 50-2[H Mr. W. L. Proffitt Senior Vice President - Pm,er

'Virnini a Electric and Pov1er Company

  • Post Office Box 26666

Dear r1lr. Proffitt:

un May 14 and 18, 1979 in conference calls bet~1em members of tile MRC staff,

  • VEPCO,' and Stone and viebster Eng i ileeri ng Corporation, the fo 11 mvi ng information i\\/as requested in order for the staff to review the proposed amp1 ifi ed response spectra for the Surry Pm'!er Statfon, Unit Nos. l and 2 site using soil structure interaction.

OP'l"ICSll>

.URNAME~

DATE~

1.

C1a.rificat'ion of soil properties used for the two programs REFUND and KINACT. (i.e., what values were used in VEPC0 1s previous submittais).

2.

Floor response spectra [basemat, operating fldor and spring-line of the containment {3% and J/2% damping}] assunring soil modulus at a strain level of 10* % and soil damping of 5% 9f critical. In addition, provide the floor*response spectra for 1 /21; and 35~ damping for the elastic half space model for the final iterated soil properties and for the first iteration soil properties *. This is a total of 18 response spectra. It is our understanding that some of these spectra have already been calculated.

3 *. (a)

  • Perform SHAKE analyses to determine soil shear modulus
  • . and damping average values (this has been done). Then vary the average modulus +50% and determine two additional sets of
  • strain dependent soil properties using SHAKE.

The inputs should be the Taft and El Centro time histories as per previous analyses. Average modldus and dampin(~ values are the arithNetic average of the last iterations as determined by SHAKE using Taft and El Centro time hi story *inputs.

{b)

Use SH/I.KE to calculate spectra for oscillator ctamrings of 1/2, l, and_3 11ercent at the elevation of the base of the containment in the free 'ie1d to each of the ~hree sets of soi propert1.s d

1( \\

t.,...

t' I

  • I
  • i...

1

.............,.. sr-1-v-ez *. 1.p,....,. *&*f... ~~S*l*r-1*:.. ~r,.. a:r.,1*T*HH*~.... *H",k-:.:.... ~.1.s:w.r.3.1;,,,l,lC".. em.ie. o es.................

  • the si e spectra. T\\i s is. a tota 1 of 9 spectra,
  • ... * * * ** *.. *.... * *....................... :***.. *... **.. *.......... *............ *........ * *........ *** * * * **.. 7 *~c!/i::;;,;;{cf * *** 7 o

... ". ".................... "".. "........ "...... ".,... "".. "..... "....... """".. """ ".. " ".... "... "........ "... "......... '=J... "....

ta.C POilW 318 (!'"76) NRCM 0240 u.s. GOV~RNMBNT P'RINTING oP'P'rCE: 117! - 28D "'76.

Mr. w. L. Proffitt Virginia Electric and Power Company -

(c)

Using the 'artificial time history which envelopes the FSAR site spectra and the REFUMO/FRIDAY codes., generate floor response spectra- (base mat, operating floor and springline of the contain-ment) for' each of the three* sets of.soil properties derived in 3(a*) using.the FSAR damping values for. the structures and.

  • oscillator dampings of 1 /2 and 3% ( 12 addi ti'onal spectra f.

. 4.

Provide. a copy of.the deck of computer cards which gives the time history of ground accelerations which you are using for the Surry Pl ant.-

5.

It is *requested that al 1 curves be drawn and provided on the same scale.

It is our understanding that this information will be available as a complete package for NRC review by abou.t May 23, _1979.

If you have any questions on this. subject, please let us know.

Sincerely, Orlgin*a1 Signed. By; Victor Stello,.Jr ** Director Division of Operating Reactors cc:

See next page. N~TR~CD, fTLBS, *

. _ DISTRIBUTION Docket Files 50-280 and 50-281 Local PDR NRC PDR (2)

V. Stello D. Eisenhut B. Grimes

_R. Vollmer -

W. T. Russel 1

, T. J.* Carter A. Schwencer D. Wigginton D. Neighbors C. Parrish I&E (3)

Attorney, OElD J. P. Kn.i gh t R. Deni.se J. Buchanan TERA ACRS (16)

~

DSE:AD:ET Y'RPDenise 5/ir//79