ML20133K964
| ML20133K964 | |
| Person / Time | |
|---|---|
| Site: | Beaver Valley |
| Issue date: | 08/07/1985 |
| From: | Carey J DUQUESNE LIGHT CO. |
| To: | Knighton G Office of Nuclear Reactor Regulation |
| References | |
| 2NRC-5-114, NUDOCS 8508120440 | |
| Download: ML20133K964 (13) | |
Text
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( 12 87 5141 Nuclear Construct 6on Dmsion Telecopy (
Robinson Plaza, Building 2. Suite 210 Pittsburgh, PA 15205 8-7-85 United States Nuclear Regulatory Commission Washington, DC 20555 ATTENTION:
Mr. George W. Knighton, Chie f Licensing Branch 3 Of fice of Nuclear Reactor Regulation
SUBJECT:
Beaver Valley Power Station - Unit No. 2 Docke t No. 50-412 Soil-Structure Interaction -- Additional Information
REFERENCES:
(a) DLC Letter 2NRC-5-016, dated February 1, l985 (b) DLC Letter 2NRC-5-049, dated March 25, 1985 Gentlemen:
In Reference (a), Duquesne Light Company (DLC) submitted a supple-mental res ponse to the NRC Structural and Geotechnical Engineering Branch's (SCEB) Draf t SER open item on Soll-Structure Interaction (SSI) which included on this issue.
That suppleme nt al res ponse was provided to DLC's pos it ion address the discussion that occurred on the SSI leeue at our November 30, 1984, meeting with the SCEB.
To obtain an additional review of our position, DLC assembled a panel of six cons ult ant s to evaluate the SSI analyses that had been docketed fo r BVPS-2.
Each panel member prov ided a written evaluation which further substantiated our po s i t ion, and these evaluations wre submitted to the NRC in Reference (b).
In the Final Draft SER (FDSER) issued to DLC in an NRC letter dated June 6,1985, the NRC upgraded the SSI issue to confirmatory status. The NRC stated in the FDSER that they wuld pe r fo rm an audit of the BVPS-2 SSI analyses and utilize the results of, the audit in establishing their final position on this issue.
This SSI audit occurred on June 19 and 20,1985, at the Stone and Webster Engineering Corporation offices in Boston, MA.
At the conclusion of the audit, the NRC staff reque s t ed that DLC docket certain info rma t ion that had been discussed during the audit.
This information, wh ich is attached, includes (1) two plots (Figures 1 and II) which compare various res ponse spect ra at $% damping; (2) a wr i t t en de f i n i-tion of each res ponse 'spect rum curve shown on the two comparison plot s; and (3) the digitized data used to generate thu response spectra curves.
Based on the discuission that occurred at the conclusion of the audit, it is expected that this submi t t al will reis ul t in the closing of the SSI
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0500120440 050007 1g PDH ADOCK 00000412 E
PDn
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United States Nuclear Reguletory Connaission l
Mr. George W. Knighton, Chief l
Soil-Structure Interaction -- Additional Information l
Page 2 l
l l
issue for BVPS-2.
It is understood that closure of this issue is dependent upon the NRC's final review and approval of both the site-specific response spectra issue and the attached information.
DLC would appreciate being informed as soon as possible of the NRC's final position on this issue.
DUQUESNE LIGHT COMPANY
'b l
By I'
i JJP. Carey '
Vice President JD0/wjs At t achment s cc:
Mr. N. Chokshi, NRC SCEB (w/a)
Mr. L. Heller, NRC SCEB Section Leader (w/a)
Dr. W. Kerr, ACRS (w/a)
Mr. J. Knight, Director NRC Division of Engineering (w/a)
Mr. G. Lear, NRC SGEB Chief (w/a)
Dr. D. Okrent, ACRS (w/a)
Mr. L. Reiter, NRC GB Section Leader (w/a)
Dr. C. Siess, ACMS (w/a)
Mr. B. K. Singh, Project Manager (w/a)
Mr. H. Thompson, Jr., Director NRC Division of Licensing (w/a)
Mr. G. Walton, NRC Resident inspector (w/a)
COMMONWEALTH OF PENPSYLVANIA )
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SS:
COUNTY OF BBAVBR
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l J
l On this day of
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!6 _, before me, a fo r sald Comn
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being duty worn /nwen1th and County,' personally appeared l
Notary Pubtle /ih 'and deposed and said that (1) he is Vice J.
J.
Carey, Wo Pres ident of Duquesne Light, (2) he is duty authorized to execute and file the foregoing Submittal on behalf of said Company, and (3) the statements set forth [n tho submittal are true and correct to tho best of his knowledge.
L a s' Y..A M t s Notary Public
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i O CO O.10 Q20 030 0.40 L50 C.60 0.70 0.80 0.90 1.00 1.10 1.20 I.30 1.40 PERIOD LSEC)
CURVE C BV P S -2 G_ R.S.
CURVE D S4th PERCENTILE SOIL RESPONSE F
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curve F 3-STEP METHOD RESPONSE SPECTRA COMPARISON' CURVE G PLAxLY ENVELOPED PEAK SPREAD A.R.S.
5% DAMPING
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l DEFINITION OF CURVES IN FIGURES I AND II (Note:
All curves are for 57, damping) t CURVE A: Response Spectrum for the translational component of the input motion for the 3-Step Method analysis performed for the reactor containment structure.
(Note:
This is for the translational component only; the total input includes an additional rotational component of motion.)
CURVE B: Response Spectrum for the translational motion calculated, by the FLUSH computer code, for a point in the " free-field" soil profile at the elevation of the reactor containment's foundation.
i CURVE C:
BVPS-2 Ground Design Response Spectrum defined at the ground I
3 surface in the " free-field".
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l CURVE D: 84th percentile free field soil response analysis response l
spectrum at elevation of reactor containment foundation.
(See i
February 1985 Site Dependent Response Specteum Report for procedure.)
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CURVE E 50th percentile free field soil response analysis response I
spectrum at elevation of reactor containment foundation.
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CURVE F: Amplified response spectrum for the foundation of the reactor containment structure resulting from the 3-Step Method analysis
'(FRIDAY Output).
i CURVE G: BVPS-2 Enveloped Peak Spread Amplified Response Spectrum for the foundation of the reactor containment structure (PLAXLY output).
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a DIGITIZED DATA FOR CURVE A SPECTRUM FROM KINACT 110RIZONTAL OUTPUT PERIOD (SEC) 0.0200 0.0t04 0.0209 0.0214 0.0219 0.0213 0.0228 0.0234 0.0139 0.0244 0.0250 0.0255 0.0241 0.0247 0.0273 0.0279 0.0245 0.0292 0.0294 0.0305 0.0312 0.0319 0.0324 0.0333 0.0341 0.0344 0.0354 0.0344 0.0372 0.0380 0.0349 0.0394 0.0407 0.0414 0.0425 0.0435 0.0444 0.0454 0.0444 0.0475 0.0444 0.0494 0.0504 0.0519 0.0531 0.0542 0.0555 0.0547 0.0540 0.0593 0.0404 0.0420 0.0434 0.0444 0.0442 0.0477 0.0492 0.0704 0.0724 0.0740 0.0757 0.0774 0.0791 0.0009 0.0427 0.0845 0.0844 0.0484 0.0903 0.0924 0.0944 0.0944 0.0947 0.1009 0.1032 0.1055 0.1079 0.1103' O.1124 0.1153 0.1179 0.1205 0.1232 0.1240 0.1284 0.1317 0.1347 0.1377 0.1404 0.1439 0.1471 0.1504 0.1538 0.1573 0.1404 0.1444 0.1441 0.1719 0.1757 0.1794 0.1437 0.1478 0.1920 0.1943 0.2007 0.2052 0.2098 0.2145 0.2193 0.2242 0.2393 0.1344 0.2397 0.2450 0.2505 0.2542 0.2419 0.2478 0.2734 0.1794 0.3644, 0.2924 0.2992 8.3059 0.3127 0.3194 0.3249 0.3343 0.3417 0.3494 0.3572 0.3453 0.3734 0.3414 0.3944 0.3991 0.4441 0.4172 0.4244 0.4342 9.4409 8.4559 0.4448 0.4744 0.4473 0.4948 0.5094 0.5204 0.5315 0.5444 0.5544 0.5491 0.5419 0.5949 0.4443 0.4219 0.4354 0.4501 0.4447 0.4794
- 8.4944 0.7104 0.7243 0.74t4 0.7593 0.7743 0.7937 8.8115 0.4297 0.0443 0.4473 0.4444 0.9044 0.9270 0.9478 0.9490 0.9907 1.0129 1.0357 1.0549 1.0824 1.1049 1.1317 1.1571 1.1830 1.2094 1.2347 1.2444 1.2924 1.3218 1.3514 1.3017 1.4127 1.4444 1.4747 1.5094 1.5437 1.5783 1.4137 1.4499 1.4449 1.7297 1.7434 1.4029 1.4433 1.8447 1.9249 1.9701 2.0143 2.0595 2.1057 8.1529 2.2011 2.2505 2.3010 2.3525 2.4053 2.4592 E.5144 E.5704 2.4244 2.4473 2.7474 2.4092 2.4722 2.9344 3.0024 3.0497 3.1364 3.2009 3.2409 3.3545 3.4497 3.5044 3.5458 3.4484 3.7474 3.8314 3.9177 4.0054 4.0994 4.1472,,4.2811 4.3771 4.4752 4.5754 4.4768 4.7831 4.8993 5.0000 VEtocid(IN/SEC) 0.1143 0.1149 0.1142 0.1145 0.1194 0.1254 0.1294 0.1331 0.1374 0.1435 0.1490 0.1522 0.1530 0.1533 0.1554 0.1579 0.1400 0.1415 0.1425 0.1414 0.1403 0.1437 0.1719 0.1797 0.1843 0.1982 0.2047 0.2123 0.2141 0.2214 0.2283 0.2329 0.2323 0.2283 0 2244 0.2244 0.2417 0.2407 0.2740 0.2042 0.2909 0.2933 0.2947 0.2999 0.2993 0.3140 0.3215 0.3214 0.3495 0.3807 0.4048 0.4113 0.4072 0.4044 0.4381 0.4519 0.4425 0.4944 0.5115 0.5174 0.5347 0.5424 0.5549 0.4122 0.4794 0.7315 0.7584 0.7447 0.7844 0.8044 0.7973 0.7790 0.7994 0.8385 0.8514 0.4771 0.9141 0.9444 0.94t9 1.0144 1.0253 1.0033 1.1430 1.1454 1.1303 1.1213 1.1944 1.2354 1.3495 1.4783 1.5044 1.4343 1.5574 1.4344 1.7009 1.7507 1.4259 1.9754 2.0641 2.13t5 f.1573 2.0954 1.9341 1.9004 2.0373 E.0744 2.0779 E.1494 2.1757 8.4114 2.5049 2.4797 2.7F12 8.7tte 2.4445 2.4434 2.4799 2.5994 2.7034 3.9531 3.1719 3.3204 3.3100 3.2134 3.1021 3.1287 3.2405 3.3592 3.5492 3.4477 3.5909 3.4720 3.8100 4.05t7 4.5t60 5.0574 5.5054 5.7094 5.5940 5.94t4 4.3591 4.7494 4.9744 4.9454 4.4977 7.0410 7.9335 4.5804 8.4790 e.9071 4.7090 4.4494 0.1704 4.0707 7.9412 7.5873 4.9797 7.3973 7.3594 7.9447 0.7544 9.1405 9.174f 0.9154 4.3215 9.1447 9.7004 9.9492 9.7443 9.4133 9.4449 9.3900 9.0214 0.4245 0.5204 9.7440 10.8334 11.4415 12.1447 12.2494 11.9341 11.2514 10.7394 11.0114 10.7931 10.5304 11.2105 11.5429 11.3800 11.5459 12.4170 12.9810 13.1723 13.0020 12.5474 11.8984 11.8475 11.4240 11.4943 11.4971 11.1451 10.7080 10.5224 11.1044 11.9053 12.4081 13.1100 13.3544 13.3354 13.0714 12.4327 12.1415 11.5134 11.1314 10.8454 10.7037 10.4144 10.3780 10.8903 11.1044 11.1218 10.9410 10.4287 10.1895 10.1754 10.2493 10.2483 10.2295 10.1251 9.9f29 9.7253 9.4022 9.2144 0.9234 8.4629 8.4343 1.1929 7.90*0 7.5602 7.1413 4.ed11 4.4174 4.1915 4.2232 4.2311 4.2913 4.31*0 4.27*1 4.2215 4.1141
DIGITIZED DATA FOR CURVE B FLUSH FREE FIELD SPECTRUM PERIOD (SEC) 0.0200 0.0204 0.0209 0.0214 0.0219 0.02t3 0.0828 0.0234 0.0239 0.0244 0.0250 0.0155 0.0241 0.0247 0.0273 0.0279 0.0205 0.0292 0.0290 0.0305 0.0312 0.0319 0.0324 0.0333 0.0341 0.0344 0.0354 0.0344 0.0372 0.0380 0.0389 0.0398 0.0407 0.0414 0.0425 0.0435 0.0444 0.0454 0.0444 0.0475 0.0404 0.0494 0.0504 0.0519 0.0531 0.0542 0.0555 0.0547 0.0580 0.0593 0.0404 0.0420 0.0434 0.0444 0.0442 0.0477 0.0492 0.0708 0.0724 0.0740 0.0757 0.0774 0.0791 0.0809 0.0827 0.0845 0.0844 0.0884 0.0903 0.0924 0.0944 0.0944 0.0987 0.1009 0.1032 0.1055 0.1079 0.1103 0.1128 0.1153 0.1179 0.1205 0.1232 0.1240 0.1284 0.1317 0.1347 0.1377 0.1408 0.1439 0.1471 0.1504 0.1534 0.1573 0.1404 0.1444 0.1441 0.1719 0.1757 0.1794 0.1437 0.1474 0.1920 0.1943 0.2007 0.2052 0.2094 0.2145 0.2193 0.2242 0.2293 0.1344 0.2397 0.2450 0.2505 0.2542 0.2419 0.2474 0.2738 0.2799 0.2042 0.2924 0.2998 0.3059 0.3127 0.3194 0.3349 0.3343 0.3417 0.3494 0.3578 0.3453 0.3734 0.3814 0.3904 0.3991 0.4001 0.4172 9.4t44 0.4341 0.4459 0.4559 4.4444 0.4744 0.4473 0.4902 0.5494 0.5200 0.5325 0.5444 0.5544 0.5491 0.5419 0.5949 0.4043 0.4819 0.4354 0.4501 0.4447 0.4794 0.4944 0.7104 0.7243 0.7434 0.7593 0.7743 0.7937 0.4115 0.4297 0.8443 0.4473 0.8444 0.9044 0.9270 0.9478 0.9490 0.9907 1.0129 1.0357 1.0589 1.0824 1.1049 1.1317 1.1571 1.1830 1.2094 1.2347 1.2444 1.2928 1.3218 1.3514 1.3817 1.4127 1.4444 1.4747 1.5096 1.5437 1.5783 1.4137 1.4499 1.4449 1.7247 1.7434 1.8029 1.8433 1.e447 1.9249 1.9701 2.0143 2.0595 2.1057 2.1529 2.2011 2.2505 2.3010 2.3525 2.4053 2.4592 2.5144 2.5708 2.4204 2.4473 2.7474 2.009E 2.8722 2.9344 3.0024 3.0497 3.1364 3.2009 3.2009 3.3545 3.4t97 3.5044 3.5454 3.4454 3.7474 3.8314 3.9177 4.0054 4.0994 4.1472 4.2611 4.3771,4.4752 4.5754 4.4764 4.7831 4.4903 5.0000 VELOCITY (IN/SEC) 0.1034 0.1040 0.1084 0.1108 0.1133 0.1159 0.1185 0.1212 0.1239 0.1247 0.1294 0.1325 0.1355 0.1384 0.1417 0.1950 0.1443 0.1514 0.1551 0.1584 0.1423 0.1440 0.1499 0.1738 0.1779 0.1821 0.1844 0.1909 0.1957 0.2009 0.2044 0.2122 0.2174 0.2232 0.2317 0.2417 0.2512 0.2573 0.2593 0.2437 0.2727 0.2017 0.2649 0.3001 0.3204 0.3345 0.3440 0.3453 0.3424 0.3377 0.3401 0.3542 0.3707 0.3648 0.4041 0.4115 0.4170 0.4319 0.4555 0.4453 0.5114 0.9494 0.5799 0.4035 0.4225 9.4354 0.4312 0.4140 0.4800 0.4310 0.4204 0.4844 0.4378 0.4494 0.7893 0.7034 0.0300 0.0913 0.9374 0.9394 0.0944 0.9444 1.0009 1.0443 1.1994 1.2475 1.4157 1.5129 1.4970 1.6439 1.9510 1.9974 2.0080 2.0544 2.1141 2.1245 2.2440 2.3774 E.5094 E.4705 8.7127 2.4420 E.4431 2.1401 2.8301 2.2443 8.1105 1.0473 1.8443 2.0109 t.1145 8.1932 2.1144 1.9144 1.4990 1.4055 1.4380 1.5401 1.4290 1.7500 1.4772 1.9427 2.0339 E.0474 2.2074 2.3374 2.4197 2.4027 2.4548 3.0704 3.1335 3.4947 3.8344 4.1993 4.4573 5.1732 5.5793 5.7451 5.4004 5.9034 4.5431 7.0t05 7.2339 7.1999 4.93t1 7.4047 8.4901 9.0940 9.4444 9.5408 9.3253 4.9524 4.7442 4.84t5 4.5754 0.2203 7.4140 4.0219 7.9579 4.7794 9.4455 9.9988 '9.8928 9.5010 8.9705 9.8802 10.4770 10.4422 10.4052 10.4431 10.2771 9.9393 9.5449 9.1711 9.0119 10.3190 11.4521 12.2742 12.7204 12.7429 12.3843 11.4444 11.1324 11.4322 11.2405 10.9820 11.4918 12.0558 11.8485 11.9120 12.8241 13.4114 13.4029 13.4154 12.9598 12.2440 12.1472 12.1141 12.2154 11.9795 11.5493 11.0522 10.4147 11.2095 12.1049 12.8128 13.3475 13.5942 13.4041 13.3534
- 12. a!4 2 12. 2941 11. 7410 11. 3011 10. 9409 10. 7 722 10.1014 10. !f ra 10. 9290 11.19 71 11.2105 11.0303 10.4949 10.2353 10.3207 10.3057 10.4124 10.90!9 10.3151 10.2037 10.0141 9.7872 9.5222 9.2212 4.8935 8.5403 0.1941 7.8911 7.5757 7.2543 4.9590 4.7599 4.5375 4.2903 4.0214 4.04t4 4.0794 4.0454 4.0397 f.9344
e OISITIZED DATA FOR CURVE C OF FIgyng g BVPS t 8.R.S.
52 DAMPING N
FREQUENCY VELOCITY (CPS)
(ITVSEC) 0.100 1.980 0.104 2.138 0.443 9,17g 0.500 9.901 0.523 9,901 1.913 9,901 2.000 9,901 2.210 3,940 5.430 3,gg7 4.000 3.300 4.233 3.079 19.234 0.412 20.000 0,33g 43.089 0.174 92.431 0.003 i
l I
I
e O!GITIZED DATA FOR CURVE C OF FIGURE II SVP5-2 G.R.5.
5% DAltPING Pelt!OO ACCELENATION (SEC)
(4) 0.0 0.125 st 0.05 0.125 0.054 0.133 0.056 0.141 0.043 0.150 0.048 0.160 0.074 0.170 0.000 0.100 0.064 0.192 0.093 0.204 0.101 0.217 0.109 0.230 0.118 0.245 0.127 0.240 0.137 0.274 0.148 0.294 0.167 0.322 0.500 0.322 0.523 0.308 0.572 0.282 0.625 0.257 0.404 0.235 0.744 0.215 0.814 0.197 0.894 0.180 0.970 0.145 1.069 0.151 1.169 0.135 1.279 0.126 e
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DIGITIZED DATA FOR CURVES D AND E 1
15804 THURSDAY DECEMBER 20, 1984 HORIZONTAL RESPONSE SPECTRA FOR 5 PERCENT DAHPING SOIL RESPONSE ANALYSIS QUTPUT SCALED AT 55 FT.
50th 84th 083 PERIOD SECONDS 1WSEC IWSEC 1
0.01905 0.04 0.11 2
0.02089 0.07 0.13 3
0.02291 0.04 0.15 4
0.02512 0.04 0.14 5
0.02755 0.09 0.14 4
0.03020 0.10 0.21 7
0.03312 0.12 0.23 8
0.03431 0.13 0.29 9
0.03982 0.15 0.31 10 0.04344 0.14 0.33 11 0.04747 0.14 0.38 12 0.05249 0.21 0.42 13 0.05755 0.23 0.44 14 0.04318 0.24 0.44 15 0.04919 0.31 0.57 14 0.07547 0.34 0.47 17 0.04319 0.4e 0.70 14 0.09121 0.44 0.19 19 0.10001 0.51 0.91 20 0.10944 0.43 1.13 21 0.12024 0.75 1.32 22 0.13144 0.49 1.43 23 0.19454 1.11 1.s7 24 0.15851 1.31 2.32 25 0.17340 1.4a 2.53 to 0.19057 1.55 2.74 27 0.20495 1.51 2.93 28 0.22911 1.32 2.40 29 0.25122 1.14 2.44 30 0.27544 1.03 2.32 31 0.30203 1.02 2.20 32 0.33317 1.12 2.29 33 0.34312 1.28 2.54 34 0.39014 1.49 2.74 35 0.43457 1.59 2.92 34 0.47849 1.73 3.31 37 0.52447 1.85 3.48 34 0.57551 1.88 4.04 39 0.43103 1.90 4.44 40 0.49191 1.77 4.38 41 0.75847 1.41 4.04 42 0.43144 1.54 4.04 43 0.91212 1.47 4.19 44 1.0 012 1.42 4.30 I'.31e42
!*2 Computed using earthquake records 2024I 1
1.12 3.4, listed in Table 4-4 of the February 47 44 1.44541 1.02 3.20 1985 report entitled " Site Dependen(
49 1.5e50s 0.97 2.94 Response Spectra, Beaver Valley
!'.9!!9
!*e5
!*5 Power Station - Unit 2" 52 2 08955 0.79 2.39 53 2.29119 0.74 2.23 54 2.51219 0.71 2.14 55 2.75454 0.44 1.95 54 3.02032 0.40 1.48 57 3.31171 0.54 1.47 58 3.43122 0.49 1.31 59 3.94155 0.44 1.14 40 9.34544 0.42 1.07 41 4.76444 0.40 0.99
s DIG 11IZED OATA FCR CURVE D CF FIGURE II 84TH PERCENTILE SOIL RESPONSE PERIOD ACCELERATION (SEC)
(G) 0.01905 0.09389 0.02089 0.1G119 0.02291 0.10447 0.02512 0.10357 0.02755 0.10424 0.03020 0.11307 0.03312 0.11292 0.03431 0.12987' O.03962 0.12459 0.04344 0.12291 0.04767 0.12908 0.05249 0.13011 0.05755 0.12432 0.04310 0.12370 0.04919 0.13394 0.07587 0.14340 0.04319 0.13443 0.09121 0.14064 0.10001 0.14794 0.1094*
6.14754 0.12024 0.17051 0.13184 0.17437 0.14454 0.21035 0.15851 0.23600 O.17380 0.23471 0.19057 0.23550 0.20895 0.22002 0.22911 0.19873 0.25122' O.17218 0.27594 0.13495 0.30203 0.11844 0.33117 0.11244 0.34312 0.11374 0.39614 0.11190 0.43457 0.10674 0.47049 0.11244 0.52487 0.11401 0.57551 0.11471 0.43103 0.11441 0.49191 0.10294 0.75847 0.06745 0.63104 0.07934 0.91212 0.07470 1.00012 0.04791 1.09441 0.04228 1.20291 0.05444
\\
DIGITIZED DATA FOR CURVE F A.R.S. FROM 3-STEP METHOD PERIOD ACCEL.
PERIOD ACCEL.
PERIOD ACCEL.
(SEC)
(G)
(SEC)
(G)
(SEC)
(G) 0.02000 9.estS3E-et 0.20077 1.119948-e1 0.50771 3.44as48-o1 0.02070 9.47558E-Ot 0.10430 1.13911E-01 0.52549 3.41837E-01 0.02142 9.89424E-02 0.10795 1.14425E-01 0.54348 3.57773E-01 0.02217 9.97190E-02 0.11173 1.14449E-01 0.54292 3.29444E-01 0.02295 9.92811E-Ot 0.11544 1.13521E-01 0.54242 2.99911E-01 0.02375 9.9148tE-Of 0.11943 1.14547E-01 0.40302 2.47399E-01 0.02459 9.98112E-02 0.12347 1.19944E-01 0.42413 2.44145E-01 0.02545 9.97140E-02 0.12821 1.4134tE-01 0.44597 2.39404E-01 0.02434 9.41449E-Ot 0.13270 1.559238-01 0.44459 2.26447E-01 0.02724 9.75519E-St 0.13734 1.54740E-01 fe.49199 2.54784E-01 0.02821 9.79147E-et 0.14215 1.44457E-41 0.71421
- 2.55379E 41 0.0t920 1.00343E-01 0.14713 1.5504eE-41 0.74120 2.31315E-41 0.03022 1.013148-01 0.15t24 1.48934E-41 0.74723 3.09734E-41 0.03120 1.00504E-01 0.15741 1.541348-01 0.79409 E.t?930E-01 0.03238 9.47449E-Ot 0.14312 1.54499E-41 g,gggg, 2.24434E-01 0.03351 9.54427E-02 0.14s63 1.5747tE-01 0.85044 2.04514E-01 0.03448 9.54589E-0g 0.17474 1.41942E-01 0.88044 1.92045E-01 0.03590 9.82048E-03 0.18084 1.44390E-01 0.91125 1.74217E-01 0.03715 1.00533E-01 0.14719 1.45521E-01 0.94315 1.58188E-01 0.03845 1.01775E-01 0.19375 1.54421E-01 0 97417 1.84427E-01 0.03940 9.99784E-03 0.20053 1.72724E-01 1.01034 2.0414tt-01 0.04119 9.79005E-0t 0.20755 1.75055E-01 1.04570 2.04973E-01 0.04243 9.St043E-St 0.21441 1.453448-41 1.00231
- 1. eft 31E-01 0.04413 9.89004E-St 0.22233 1.78749E-01 1.12020 1.42020E-01 0.04547 1.01294E-01 0.23011 2.03575E-01 1.15941 1.43519E-01 0.04727 1.00794E-01 0.23417 2.10542E-01 1.20000 1.51849E-01 0.04893 1.0034tE-01 0.24451 2.02245E-01 0.05044 9.92441E 02 0.25513 2.01007E-01 0.05241 1.00244E-01 0.24407 1.92510E-01 0.05425 1.004991-01 0.27331 1.97349E-01 0.05414 9.72803E 02 0.2428e 1.94043E-01 0.05811 9.44129E-02 0.29270 1.43487E-01 0.04014 9.95341E-Og 0.30303 1.81494E-01 0.04225 1.03072E-01 0.31343 1.70430E-01 0.04443 1.08000E-01 0.32441 1.42379E-01 0.04448 1.12994E-01 0.3359a 1.44000E-01 0.04902 1.13440E-01 0.34774 1.58489E-01 0.07193 1.11997E-01 0.35991 1.419445-01 0.07393 1.13530E-01 0.37251 1.77545E-01 0.07452 1.13554E-01 0.34555 1.94404E-41 0.07920 1.11000E-01 0.39994-8.17534E-81 0.08197 1.0750tE-01 0.41301 2.22459E-41 0.04444 1.04910E-01 0.48747 8.44889E-41 0.04701 1.19734E-01 0.44t43 f.91757E-01 0.09009 1.29941E-01 0.45792 3.19554E-41 0.09407 1.29499E-01 0.47395 3.14720E-01 0.09734 1.25313E-01 0.49054 3.03745E-01
DIGITIZED DATA FOR CURVE G Containment Mat Horizontal SSE ARS Enveloped Cracked and Uncracked Externals Five Percent Equipment Damping Period Acceleration (Sec)
(G) 0.0 0.098 0.021 0.098 0.022 0.099 0.041 0.099 0.042 0.100 0.053 0.100 0.054 0.101 0.060 0.101 0.061 0.112 0.076 0.112 0.077 0.127 0.107 0.127 0.108 0.162 0.139 0.162 0.140 0.169 0.191 0.169 0.192 0.247 0.300 0.247 0.301 0.244 0.328 0.244 0.329 0.241 0.340 0.241 0.341 0.248 0.371 0.248 0.372 0.265 0.424 0.265 0.425 0.330 0.665 0.330 0.666 0.264 0.888 0.264 0.889 0.231 1.000 0.231
.