ML19350E560
| 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) | |
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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
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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)
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' 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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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
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, 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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'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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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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, ENGINEZPO CMsCAGO
. 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
~
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
~
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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-3 3 4 8 4.627x10 .101 5.75x10 .35 1.5Sx10
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'9' 4.627x10 .098 6.23x10 .35 1.68x10 4 ~
e 10 4.627x10 -3 .094 6.88x10 3
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11 4.627x10 ~3 .089 7.64x10 3
.35 2.06x10 4 12 4.627x10 -3 .084 8.51x10 3
.35 2.30x10 4 13 4.627x10 -3 .078 9.52x10 3
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14 4.130x10 -3 .081 1.29x10 3 .4 0.36x10 4
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