ML20094A634
| ML20094A634 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 12/31/1982 |
| From: | GIBBS & HILL, INC. (SUBS. OF DRAVO CORP.) |
| To: | |
| Shared Package | |
| ML20094A400 | List: |
| References | |
| FRB-7R, NUDOCS 8411060484 | |
| Download: ML20094A634 (52) | |
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45 t le CPSES REFINED RESPONSE SPECTRA FOR CONTAINMENT BUILDING
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Presented he'rewith are the refined floor response spectra Containment Building (references 2 and 3) based on
] for the existing response spectra (reference 1) and developed primarily for as-built piping. analysis. These response spectra have been refined based upon improved curve j
smoothing. techniques by use of computer, instead of by hand. 4 Therefore, undue hand smoothing and digitizing have been 1 eliminated. Also, improved. interpolation has been used at lumped masses based on time history responses. The results are plotted in terms of accelerations versus frequencies for S ease of use. The results are presented in figures 1130-B through 1141-B and 1106-B through 1117-B which are summarized in Table nos.2 and 3. Also the digitized values of the same spectra are included at the end of the book. , i' Each figure refers to a specific floor of the building, and contains three curves labeled Ax, Ay and Az, which represent the spectral accelerations in the ,x, y and z orthogonal directions respectively due to the combined effect of three simultaneous earthquakes at the specified % damping. Please note that Ax and Az are in the north-south and the east-west directions respectively while Ay is in the vertical direction based upon the plant's general coordinata system. All spectra presented in this report include the coupling effects of non-symmetric structure. The curves shown are for the most critical location of the floor, considering the combined effect of translation and rotation.
References:
! 1. "Instructure Response Spectra for Containment Building," Gibbs & Hill report no. FRB-5R, August 1976. j 2. "TUSI - Refined Response Spectra for Containment Building," calculation book no. FRB-2C, Rev. O i 3. "TUSI - Computer output for Containment Building,' l computer output file no. FMI-1P Set 7, Rev. O.
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a _ _ . .. _ . -- - _ _ , . ._ _1 1 TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENI BLDC. SET NO. = 2 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AX ; DAMPlNG = 0.01 FIGURE No. 1130-8 DIRECTION 1 AT ELEVATION 1000.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1130 DECREE OF FREEDOM = 1 NUMBER OF GRIDS = 27 DAMPING VALUE = 0.010 1 0.9000 0.20576 2 0.9783 0.2393T 3 1.0228 0.24749 4 1.0114 0.36095 5 1.1250 0.39835 6 1.1842 0.40081 7 1.2500 0.47306 8 1.4000 0.52445 9 1.5300 0.81136 to 1.6800 1.28083 11 1.7300 1.56610 12 2.0000 5.02801 13 2.3384 5.02801 14 3.0000 4.6659T 15 3.4000 4.66597 16 3.8009 4.33000 17 4.2308 2.38300 18 7.5497 2.38264 19 7.7920 2.22986 20 8.0T63 2.22986 21 8.9100 1.35330 22 11.2820 1.35330 23 11.8535 1.20659 24 13.7500 1.03210 25 15.8273 0.70505 26 27.5000 0.43242 27 39.5000 0.40524 1 TUSI-REFINED RESPONSE SPECTRA FOR CONTA111 MENT BLDC. SET NO. = 3 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AX ; DAMPING = o.ul FICURE NO. 1131-8 DIRECTION 1 AT ELEVAft0N 950.58 FEET No. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1131 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 27 DAMPING VALUE = 0.010 1 0.9000 0.18793 2 0.9783 0.21542 3 1.0228 0.22079 4 1.0714 0.32299 5 1.1250 0.34711 6 1.1891 0.34771 7 1.2500 0.40203 8 1.4000 0.44514 9 1.5300 0.68362 10 1.6800 1.02504 11 1.7300 1.24922 12 2.0000 3.87497 13 2.3384 3.87497 14 3.0000 3.59091 15 3.6666 3.59091 16 4.2308 2.04400 17 7.5497 2.043T2 18 7.8572 1.81685 19 7.8577 1.81553 20 8.0163 1.01553 21 8.9166 1.08493 22 11.2820 1.08493 23 11.8535 0.96997 24 13.7500 0.87193 25 15.8273 0.59236 26 27.5000 0.35255 27 39.5000 0.31334 1 TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDC. SET NO. = 4 FLOOR RESPONSE SPECTRA FOR 1/2SSE: COMPONENT AX ; DAMPING = 0.01 FIGURE NO. 1132-8 DIRECTION 1 AT ELEVAT1001 905.75 FEET No OF SPECTRA = 1 BROADENID SPECTRUM FOR N0DE=1132 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 26 DAMPlNG VALUE = 0.010 1 0.9000 0.17192 2 0.9783 0.19391 3 1.0228 0.19682 4 1.0714 0.28890 5 1.1250 0.30225 6 1.1991 0.30225 7 1.2500 0.33824 8 1.4000 0.37393 9 1.5300 0.56893 10 1.6800 0.79535 11 1.7300 0.96466 12 2.0000 2.83951 13 2.3384 2.83951 14 3.0000 2.6254T 15 3.6666 2.6254T 16 4.2308 1.73940 17 7.549T 3.73943 18 7.8572 1.48217 19 7.8742 1.4434T 20 8.0763 1.44347 21 8.9249 0.84428 22 11.2820 0.84428 23 13.7500 0.72808 24 15.8273 0.49118 25 27.5000 0.28137 26 39.5000 0.23545 1 TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDG. SET No. = 5 FLOOR RESPONSE SPECTRA FOR 1/2SS[; COMPONENT AX ; DAMPlNG = 0.01 FIGURE No. 1133-8 DIRFCiloN I AT ELEVATIDM 860.00 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=ll33 DEGREE OF FREEDOM = 1 NUMBER OF CRIDS = 26 DAMPING VALUE = 0.010 1 0.9000 0.15559 2 0.9783 0.17897 3 1.0228 0.17236 4 1.0714 0.25414 5 1.1250 0.25586 6 1.2165 0.25586 7 1.2500 0.2731T 8 1.2857 0.21377 9 1.7000 0.67430 to 2.0000 1.78281 11 2.3384 1.78281 12 3.0000 1.64025 13 3.6666 1.64025 14 3.9285 1.42902 15 7.549T 1.42902 16 7.8572 1.14063 IT 7.8937 1.06379 18 8.0763 1.06379 19 8.T371 0.10321 20 11.2820 0.10321 21 11.6897 0.68305 22 13.7500 0.58131 23 15.82T3 0.39196 24 27.5000 0.20983 25 36.3036 0.17562 26 39.5000 0.16T10 (p 1 FO
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_,g BROADENED SPECTRtN1 FOR N00E=1132 DEGREE OF FREEDOM = 2 NUMOER OF GRIDS = 2es DAMPING VALUE a 0.010 1 1.0000 0.10543 2 1.0233 0.10543 3 1.0714 0.16082 4 1.2905 0.16082 5 1.3235 - 0.18178 6 1.363T 0.23715 7 1.4062 0.24433 8 1.5576 0.24433 . 9 1.60T1 0.26889 to 1.6667 0.32361 11 2,0000 0.98187 12 4.1195 1.01088 13 5.1049 2.17295 14 5.4F11 2.460F0 15 6.7522 2.46070 16 6.9391 2.93527 ! 17 8.4811 2.93527 18 10.6383 2.72358 19 11.0603 2.38553 20 11.6897 2.38553
- 21 13.0482 1.27590 22 15.0273 1.27590 23 27.5000 0.39164 24 39.5000 0.34036
- 1 TUSI-REFINED RESPONSE SPECTRA FOR CONTABIIMENT BLDC. SET NO. = 12 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AY ; DAMPING = 0.01 i FIGURE No. 1133-8 DIRECTION 2 AT ELEVATION 860.00 FEET No. OF SPECTRA = 1
- BROADENED SPECTRUM FOR N00E=1133 DECREE OF FREEDOM = 2 NUMBER OF CRIDS = 23 DAMPING VALUE = 0.010 i 1 0.9000 0.10359 2 0.9783 . 0.10415 3 1.0238 0.10415 4 1.0714 0.15792
- 5 1.2946 0.15792 6 1.3235 0.17572 7 1.3637 0.22840 8 1.4062 0.23237 9 1.5802 0.23237 to 1.6071 0.23834 11 1.6667 0.28251 12 2.0000 0.80256 i
13 3.5554 0.802",6 14 3.7500 0.92672 15 4.1270 0.92672 16 5.4711 2.26258 17 6.6869 2.26258 18 8.7041 2.02734 19 10.0000 2.02734 20 12.7266 1.06226 21 15.0273 1.06226 22 27.5000 0.29595 23 39.5000 0.25473 i 1 4 j TUSt-REFINED RESPONSE S*ECTRA FOR CONTAINMENT BLDG. SET NO. = 13 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AY ; DAMPING = 0.01 j FICURE No. 1131s-8 DIRECTION 2 AT ELEVAftoM 805.50 FEET NO. OF SPECTRA = 1 BROADEIIED SPECTRUM FOR N00E=1134 DEGREE OF FREEDOM = 2 NUMBER OF CRIDS = 22 DAMPlNC VALUE = 0.010 i 1 0.9000 0.10167 2 0.9783 0.10321 3 1.0247 0.10321 4 1.0F14 0.15599 5 1.3009 0.15599 6 1.3235 0.16945 7 1.3637 0.21929 8 1.6325 0.21980 , i 9 2.0000 0.59509 to 3.5237 0.59509 11 3.7500 0.83010 12 4.1401 0.83010 1 13 5.4711 2.02667 14 6.6869 2.02667 15 7.5561 1.20307 16 10.6383 1.20307 ' 17 11.2820 0.86179 18 11.6897 0.82918 19 11.7571 0.814T1 20 13.6000 0.81471 21 27.5000 0.18F11 22 39.5000 0.18002 i 1 i l TUSI-REFINED RESPONSE SPECTRA FOR CONTAIMMFMT BLDO. . SET NO. +' 14 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AY ; DAMPlNC = 0.01 FIGURE NO. 1135-8 DIRECTION 2 AT ELEVATION 783.58 F[ET 110. OF SPECTRA = 1 7 i DEGREE OF FREE'00M = 2 NUMBER OF GRIDS = 30 DAMPING VALUE = 0.010 BROADENED SPECTRUM FOR N00E=1135 1 0.9000 0.10072 2 0.9783 0.10233 3 1.0253 0.10233 4 1.0714 0.15446 5 1.3047 0.15446 6 1.3235 0.16465 7 1.363F 0.21282 8 1.6896 0.21282 i 9 1.7308 0.25166 10 1.8000 0.30913 11 1.8750 0.34629 12 1.9129 0.34693 13 2.0962 0.3866 73 14 2.1429 0.38320 15 2.4411 0.38320 16 2.5000 0.40716 17 2.6882 0.40716 18 2.8125 0.48615 19 3.0000 0.5ts140 20 3.5102 0.54140
! 6.6869 1.86960
! 21 3.7500 0.78051 22 4.1603 0.78051 23 5.4711 1.86960 24 1 25 7.9538 0.87358 26 10.6333 0.8T368 27 12.2951 0.T1858 28 14.0000 0.71858 i 29 27.5000 0.15316 30 39.5000 .0.14938 1 TUSI-REFINED RESI'ONSE SPECTRA FOR CONTAINMENT BLDC. SET NO. = ., 16 l~ FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AZ ; DAMPING = 0.01 i FIGURE No. 1130-8 DIRECTION 3 AT ELEVATION 1000.50 FEET NO. OF SPECTRA = 1 1 BROADENEO SPECTRUM F0fi NODE =1130 DEGREE OF FREEDOM = 3 NUMBER OF GRIDS = 16 DAMPING VALUE = 0.010 1 0.9000 0.20441 2 1.2500 0.47396 3 1.5200 0.81200 4 1.7300 1.56904 1 5 2.0000 5.02959 6 2.3379 5.02959 7 3.0000 4.68016 8 3.4200 4.68016 4 9 3.8009 4.19000 10 4.2308 2.16243 11 5.5000 2.1621:3 12 9.6983 1.50687
,' 13 11.8535 1.50687 14 13.7500 1.02719 15 27.5000 0.8s2352 16 39.5000 0.41320 .
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_ _ . __ . _ ._ _ - - , - . m. - . _ - . u -';. c u. . _. T!SI-EEFINE3 CESPONSE SPECT;A FOR CONTAINMENT BLDC. SET NO e 17 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AZ ; DAMPINC = 0.01 FIGURE NO. II3t-B DIRECTION 3 AT ELEVAil0N 950.58 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1131 DECREE OF FREEDOM = 3 NUMBER OF CRlDS = 2fs DAMPING VALUE = 0.010 1 0.9000 0.18725 2 0.9783 0.21600 3 1.0228 0.22168 4 1.0714 0.328s81 5 1.1250 0.34871 6 1.1898 0.34871 7 1.2500 0.40279 8 1.3235 0.44705 9 1.5200 0.68408 10 1.7000 1.25182 11 2.0000 3.87595 12 2.3379 3.8F595 13 3.0000 3.60205 Its 3.4200 3.60205 15 3.8009 3.26000 16 4.5000 1.98:357 17 5.5000 1.91s357 18 6. s ts 84 1.34110 19 7.8572 1.34110 20 9.6983 1.29ts24 21 11.8535 1.29424 22 13.7500 0.86727 23 27.5000 0.34560 24 39.5000 0.33739 1 TUSt-REFINED RESPONSE SPECTRA FOR CONFAIMMENT BLDC. SET NO. = 18 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AZ ; DAMPING = 0.01 FICURE NO. 1932-D DIRECTION 3 AT ELEVAT10N 905.75 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1932 DECREE Ol' FREEDON = 3 NUM8ER OF CRIDS = 2ts DAMPING VALUE = 0.010 1 0.9000 0.17185 2 0.9783 0.19t:42 3 1.0228 0.19750 4 1.0 F las 0.29031 5 1.1250 0.30329 6 1.1997 0.30329 7 1.2500 0.33889 8 1.3235 0.375F9 9 1.5200 0.56923 to 1.7700 0.96697 11 2.0000 2.83993 12 2.33F9 2.83993 13 3.0000 2.63389 14 3.6666 2.63389 15 3.8009 f.91106 16 3.9285 1.72903 17 4.4915 1.72903 18 4.5000 1.74728 19 5.5000 1.74728 20 6.1112 1.19362 21 11.8535 l.17:33 22 13.7500 0.72313 23 27.5000 0.27562 24 39.5000 0.26931 1 TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLOG. SET NO. = 19 I FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AZ ; DAMPING = 0.01 FIGURE.No. 1133-B DIRECTION 3 AT ELEVATION 860.00 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1133 DECREE OF FREEDOM = 3 NUM8ER OF CRIDS = 19 DAMPlNG VALUE = 0.010 1 0.9000 0.15614 2 0.9783 0.17240 3 1.0228 0.17285 4 1.0714 0.25513 5 1.1250 0.25695 6 1.2374 0.25695 7 1.2500 0.27370 8 1.2857 0.2F394 9 f.3235 0.30308 10 1.6200 0.56255 11 2.0000 1.78267 12 2.33F9 1.78267 13 4.5000 - 1.54728 14 5.5000 1.5ts728 15 6.2182 1.08:593 16 11.8535 1.01:593 17 13.7500 0.97603 18 2F.5000 0.20883 19 39.5000 0.20101 i 1 SET NO. = 20 10SI-REFINED RESPONSE SPECTRA FOR CONTAIMMENI SLDG. FLOOR RESPONSE $PECTRA FOR 1/2SSE; COMPONENT AZ ; DAMPING = 0.01 F1 CURE NO. 1134-8 DIRECTION 3 AT ELEVATION 805.50 FEET NO. OF SPECTRA = 1 d BROADEMED SPECTRUM FOR N00E=1134 DECREE OF FREEDOM = 3 NUMBER OF CRfDS = 23 DAMPING VALUE = 0.010 1 0.9000 0.13744 2 0.9783 0 . 18 619 3 1.02t:6 0.14619 4 1.0 F ils 0.21418 l
! 5 1.3194 0.21418 6 1.3235 0.21677 7 1.3637 0.31232 8 1.4062 0.32547 9 1.6601 0.32547 10 1.6667 0.33021 11 1.7308 0.t:3657 12 1.9129 0.57833 l as.8000 1.30968 13 2.0932 0.57833 14 2 . 18:29 0. 644 t:5 15 4.0909 0. 68a ts t:5 16 J
17 5.5000 1.30968 18 6.0472 0.8965F 19 10.8000 0.89657 20 13.7500 0.45088 ,1 21 15.8273 0 . 3 68:07 22 27.5000 0 . 18:206 23 39.5000 0.1268:7 I SET NO. = - 21 l TUSI-REFINED RESPONSE SPECTRA FOR CONTAINHENT BLDC. FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AZ ; DAMPlNC = 0.01 FICURE No. 1135-8 DIRECTION 3 AT ELEVATION 783.58 FEET NO. OF SPECTRA = 1 GROADENED SPECTRUM FOR N00E=1135 DECRIE OF FREEDOM = 3 NUH8tR OF CRIDS = 20 DAMFIMG VALUE = 0.010 0.9000 0.12981 2 0.9783 0.13558 3 1.0254 0.13558 4 1.0Ft4 0.20319 1 0.20319 6 1.3631 0.28910 7 1.4062 0.29969 8 1.7068 0.29969 5 1. 3 28:8 0.59939 9 1.7308 0.32171 10 1.9129 0.44447 11 3.7500 0. te F F4 3 12 4.0909 13 4.8000 1.19533 14 5.5000 1.19533 15 5.9841 0.79130 16 10.8000 0.80150 39.5000 15.8273 0.30625 19 27.5000 0.11131 20 0.09718 tw 17 13.7500 0.38443 18 D
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1 TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT 8LDC. SET NO. = 2 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AX ; DAMPING = 0.02 FIGURE No. 1136-8 DIRECTION 1 AT ELEVATION 1000.50 FEET NO. OF SPECTRA = 1 BROADEMED SPECTRtM FOR N00E=1136 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 24 DAMPING VALUE = 0.020 1 0.9000 0.19458 2 0.9783 0.22792 3 1.0228 0.24501 4 1.0714 0.30945 5 1.1250 0.357F4 6 1.2500 0.44523 7 1.3235 0.49871 8 1.5000 0.58202 9 1.7600 1.38601 10 2.0000 3.69833 11 2.3384 3.69633 12 3.0000 3.26436 13 3.6666 3.26436 14 3.9285 2.35658 15 4.2308 1.72921 16 T.5497 1.72921 17 7.85F2 1.64084 18 7.8582 1.63980 19 8.0763 1.63980 20 8.7919 1.15401 21 11.2320 1.15401 22 15.8273 0.65469 23 27.5000 0.43164 24 39.5000 0.41530 1 TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDG. SET NO. = 3 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AX ; DAMPING = 0.02 F? CURE NO. 1137-8 DIRECil0N I AT ELEVATION 950.58 FEET NO. OF SPECTRA = 1 BROADENED SPtCTRUM FOR N00E=1137 DECREE OF FREEDOM = 1 NUM8ER OF CRIDS = 25 DAMPING VAINE = 0.020 1 0.9000 ~ 0.17743 2 0.9783 0.20477 3 1.0228 0.21843 4 1.0714 0.27584 5 1.1250 . 0.31010 6 1.2500 0.37727 7 1.4000 0.42000 8 1.5200 0.57296 9 1.7500 1.10435 to 2.0000 2.85446 11 2.3384 2.85446 12 3.0000 2.52065 13 3.6666 2.52065 14 4.2308 1.48610 15 7.5497 1.48610 16 7.8572 1.36259 17 7.8844 1.33815 18 8.0763 1.33815 19 8.8081 0.92808 20 11.2820 0.92808
- 21 11.8535 0.83531 22 13.7500 0.76924 23 15.8273 0.54652 24 27.5000 0.35117
! 25 39.5000 0.32876 1 TUSI-REFINED RESPONSE SPECTRA FOR CONTAINHENT BLDC. SET NO. = 4 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AX ; DAMPING = 0.02 FIGURE NO. 1138-8 DIRECTION 1 AT ELEVATION 905.75 FEET NO. OF SPECTRA = 1 8ROADENED SPECTRUM FOR NODE =1838 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 26 DAMPING VALUE = 0.020 1 0.9000 0.16204 2 0.9783 0.18399 3 1.0228 0.19457 4 1.0714 0.24567 5 1.1250 0.26733 6 1.1842 0.27F81 7 1.2500 0.31626 8 1.3235 0.34933 9 1.4400 0.41298 10 1.7500 G.85143 11 2.0000 2.09664 12 2.3384 2.09664 ' 13 3.0000 1.852FF 14 3.6666 1.852F7 15 4.2308 1.*4785 16 7.549F 1.26785 il 7.8572 1.11211 18 7.9119 1.06727 19 8.0763 1.06'27 20 8.8294 0.72548 21 11.2820 0.72548 22 11.8535 0.65518 23 13.7500 0.639i3 24 15.8273 0.44941 25 27.5000 0.2F892 26 39.5000 0.25106 1
- TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDC. SET NO. = 5 FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AX ; DAMPING = 0.02 FIGURE No. 1939-8 DIRECTION 1 A1 ELEVATION 860.00 FEET No. OF SPECTRA *= 1 i BROADENED SPECTRUM F0ft NODE = 1139 DECREE OF FREEDOM = 1 NUH8ER OF CRIDS = 29 DAMPING VALUE = 0.920 1 0.9000 0.14634 2 0.9183 0.162F9 3 1.0228 0.17023 4 1.0F14 0.21489 5 1.1250 0.22369 6 1.1842 0.22652 7 1.2500 0.25401 8 1.3235 0.27724 9 1.3637 0.33140 to 1.4062 0.35303 11 1.4535 0.35303 12 1.7000 0.59335 13 2.0000 1.3232F 14 2.3384 1.3232F 15 3.0000 1.11323 16 3.6666 1.17123 IF 6.1771 1.04522 to 7.549F 1.04522 19 7.8572 0.85FF3 20 7.9447 0.79085 28 8.0763 0.79085 22 8.7634 0.55322 23 18.2820 0.55322 24 11.689F 0.54689 25 13.7500 0.50159 26 15.8273 0.35034 2F 27.5000 0.20522 28 36.3036 0.17698 29 39.5000 0.17305 I tv P
1
. -- . ~ _ _ - - - . _. . ._
TUSI-REFIIIED RESP 000SE SPECTRA FOR CONTAlllMENT BLDC. SET 180. = 6 FLOOR RESP 000SE SPECTRA FOR 1/2SSE: COMPONENT AX ; OAMPIIIC = 0.02 . FIGURE No. 1140-8 DIRECil000 1 AT ELEVATION 805.50 FEET 100. OF SPECTRA = 1 OROADENED SPECTRtfM FOR 8000E=1140 DEGREE OF FREEDOM = 1 NUMBER OF GRIDS = 40 DAMPING VALUE = 0.020 > 1 0.9000 0.12765 2 0.9783 0.13755 3 1.0228 0.14125 4 1.0714 0.17825 i 5 1.2423 0.17825 6 1.2500 0.17991 7 1.3235 0.19273 8 1.3637 0.24148 9 1.4062 0.24568 10 1.5122 0.24568 11 1.6667 0.28787 12 1.7308 0.35551 13 1.8750 0.42191 14 1.9132 0.430T1 15 2.0336 0.43071 16 2.1429 0.46177 i 17 2.6191 0.46177 18 2.6849 0.39453 19 2.7500 0.3d44T 20 2.7521 0.38398 21 2.7567 0.382F8 22 3.43F5 0.38278 23 3.4479 0.38151 24 3.6TF1 0.38851 i 25 3.7500 0.41314 26 4.0909 0.47573 27 4.5000 0.70038 26 5.0000 0.76256 29 6.1054 0.76256 30 6.1771 0.7802F 31 7.5497 0.78027 32 9.2308 0.43400 i 33 11.2820 0.43400 34 11.6897 0.42940 35 11.8535 0.42558 36 13.7500 0.37936 37 15.0273 0.27443 38 27.5000 0.12656 39 36.3036 0.10984 40 39.5000 0.10917 , 1 i ? TUSI-REFINED RESPO8tSE SPECTRA FOR CONTAIIIMENT BLOG. SET No. = 7 } FLOOR RESP 000SE SPECIRA FOR 1/2SSE; COMPO90ENT AX ; DAMPilIC = 0.02 F IGURE 100. 1141-8 DIRECTION 1 AT ELEVATIOII 783.58 FEET No. OF SPECTRA = 1 OROADENED SPECTRUM FOR IIO0E=1141 DEGREE OF FREEDOM = 1 IIUMBER OF GRIDS = 41 DAMPII8C VALUE = 0.020 l 1 0.9000 0.12228 2 0.9783 0.12743 3 1.0228 0.12964 4 1.0714 0.16808 5 1.2692 0.16808 6 1.3235 0.17737 7 1.3637 0.22289 8 1.6296 0.22289 i 9 1.6667 0.23589 10 1.7308 0.24300 11 1.8750 0.31768 12 1.9132 0.32695 13 2.3384 0.32695 lb 2.3913 0.29907 15 2.6191 0.28551 16 2.6788 0.24642 17 2.7042 0.24642 18 2.8125 0.28432 19 3.0000 0.30748 20 3.5960 0.30F48 21 3.7500 0.37287 22 4.0909 0.44908 23 4.5000 0.65701 24 5.0000 0.70173 25 6.1112 0.70173 26 6.1857 0.67399 2T 7.5497 0.67399 28 7.8572 0.57862 l 29 7.9538 0.50F03 30 8.0763 0.49735 31 8.4811 0.38412 32 8.5085 0.37941 l 33 11.2820 0.37941 34 11.6897 0.37431 35 11.8535 0.37029 36 13.7500 0.3272T l 37 15.0273 0.23084 38 15.8273 0.22349 39 27.5000 D.10484 40 39.0041 0.10484 1 41 39.5000 0.10510 11 1 ) TU$t-REFINED RESPOSISE SPECTRA FOR COIITAIIIMENT OLDC. SET NO. = 9 1~ Fl.00R RESPOIISE SPECTRA FOR 1/2SSE; COMP 000ENT AY ; OAMPIIIG = 0.02 FIGURE No. 1136-8 OIRECiloff 2 AT ELEVATION 1000.50 FEET 100. OF SPECTRA = 1 a 1 BROADENED SPECTRUM FOR NODE =1136 DEGREE OF FREEDOM = 2 IOUMBER OF GRIDS = 27 DAMPIIOG VALUE = 0.020 1 0.9000 0.10028 2 1.0228 0.10725 3 1.0714 0.13896 4 1.2089 0.13896 * !, 5 1.2500 0.15415 6 1.2865 0.15415 7 1.363T 0.21301 8 1.4516 0.21811 9 1.6071 0.30821 10 1.7000 0.37001 11 2.0000 1.00008 12 4.1000 1.00008 I 13 5.3731 2.42863 14 6.1018 2.42863 15 6.1771 2.5F913 16 6.4286 - 2.99034 17 6.7164 3.02450 18 6.9391 3.44396 19 8.4811 3.44396 20 9.5643 2.90401 21 11.689T 2.90401 22 11.8535 2.75922 23 13.4496 1.41360 24 15.02F3 1.41360 4 25 15.8273 1.34383 26 27.5000 0.56990 2F 39.5000 0.52486 TUSI-REFIIOED RESPONSE SPECTRA FOR CONTAINMENT BLDC. SET 100 = - 10 " FLOOR RESPONSE SPECTRA FOR 1/2SSF; COMPONENT AY ; DAMPING = 0.02 FIGURE 100, 1137-8 OIRFCil0N 2 AT [LEVAT104 950.58 FEET peo. OF SPECTRA = 1 i j BROADENED SPECTRUM FOR N0lK=1137 DECREE OF FREEDOM = 2 NUMBER OF CRfDs = 26 DAMPlNG VALUE = 0.020 t 1 0.9000 0.09812 2 1.0228 0.10495 3 1.0714 0.13549 4 1.2146 0.13549 5 1.2500 0.14F56 6 1.2882 0.14756 T 1.3637 0.202F1 8 1.4526 0.202F1 l 9 1.6071 0.27403 10 1.7000 0.32653 11 2.0000 0.85418 12 3.7500 0.86424 i 13 4.0909 0.9660F 14 5.3731 2.1163F 15 6.2125 2.ll63F 16 6.4286
- 1.37753 3 IF 6.7164 2.3845F 18 6.9391 2.68812 19 8.4811 2.68812 20 9.5643 2.268F3 i 28 11.689F 2.26813 22 11.8535 2.1556F 23 13.2890 1.211F2 24 15.c273
- 1.21172 (U
.J i
i i
- s_-
25 27.5000 0.46799 26 39.5000 0.42994 1 SET No. = 11 . TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDC. FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AY ; DAMPING = 0.02 No. OF SPECTRA = 1 FIGURE NO. 1138-8 DIRECTION 2 AT ELEVAil0N 905.75 FEET 2 NUMBER OF CRIDS = 26 DAMPINC VALUE = 0.020 BROADENED SPECTRUM FOR N00E=1138 DECREE OF FREEDOM = 0,13257 1.0228 0.10302 3 1.0714 0.13257 4 1.2198 1 0.9000 0.09626 2 0.19427 8 1.4658 0.19427 1.2500 0.14214 6 1.2898 0.142th 7 1.3637 5 1.7000 0.28901 Il 2.0000 0.72457 12 3.5412 0.72457 9 1.6071 0.24467
- 10 1.96432 16 6.5671 1.96432 13 3.7500 0.79904 14 4.0909 0.88163 15 5.3731 2.00984 19 8.7545 f.75633 20 10.638J 1.75633 17 6.9391 2.00984 18 8.4811 24 14.0000 1.031T6 21 10.8023 1.69844 22 11.6897 1.69844 23 13.0623 1.03176 25 27.5000 0.37652 26 39.50C0 0.344T4 1
SET No. = 12 YUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDC. FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AY ; DAMPlNC = 0.02 NO. OF SPECTRA = 1 FIGURE NO. 1139-8 DIRECTION 2 AT ELEVAfl0N 860.00 FEET 2 NUMBER OF CRIDS = 31 DAMPINC VALUE = 0.020 RROADENED SPECTRUM FOR N00E=1139 DECREE OF FREEDOM = 0.12979 1.0228 0.10119 3 1.0714 0.12979 4 1.2250 1 0.9000 0.09444 2 1.3637 0.18654 8 1.4875 0.18654 5 1.2500 0.13712 6 1.2915 0.13712 7 0.59462 0.18995 1.6071 0.21654 11 1.7000 0.25292 12 2.0000 9 1.5000 to 0.73412 15 4.0909 0.79616 16 4.7493 1.36401 13 3.4616 0.59462 14 3.7500 20 6.5671 1.80920 1.38209 18 5.1049 1.53642 19 5.3731 1.80920 17 5.0000 1.31891 23 8.4811 1.31891 24 8.4978 1.30824 21 6.6869 1.10993 22 7.1491 28 12.6F89 0.85031 1.30824 26 11.2296 1.11704 27 11.6897 1.11704 25 10.6383 39.5000 0.25787 29 13.02F3 0.85031 30 27.5000 0.28328 31 1 SET No. = 13 TUSt-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDC. FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENT AY ; DAMPINC = 0.02 No. OF SPECTRA = FIGURE NO. 1140-8 DIRECTION 2 AT ELEVATION 805.50 FEET 1 2 NUMBER OF CRIDS = 35 DAMPINC VALUE = 0.020 BROADEMED SPECTRUM FOR NODE =1140 DECREE OF FREEDOM = 0.12833 2 1.0228 0.09921 3 1.0714 0.12833 4 1.2365 l 1 0.9000 0.09249 0.13193 7 1.3637 0.17868 8 1.5466 0.17868 5 1.2500 0.13193 6 f.2933 1.8750 0.42887 to 1.6667 0.21438 11 1.8000 0.35F24 12 9 1.6071 0.18664 0.44572 15 2.3384 0.44565 16 2.3386 0.44555 13 1.9129 0.44572 14 2.3]F9 3.2931 0.43770 20 3.4616 0.46013 2.8948 0.44555 18 2.9650 0.43770 19 1.13148 17 22 4.0909 0.69563 23 4.7493 1.13030 24 5.0000 21 3.7500 0.65956 2F 7.9538 0.77933 28 10.6383 0.FF933 25 5.3731 1.62450 26 6.5671 1.62450 0.63963 30 11.689F 0.62944 31 .2436 0.62944 32 12.2951 29 13.2820 0.63737 39.5000 0.18210 33 15.0273 0.63963 34 27.5000 0.18698 35 1 SET No. = 14 TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDC. FLOOR RESPONSE SPECTRA FOR 1/2SSE; COMPONENI AY ; DAMPINC = 0.02 No. OF SPECTRA = DIRECilON 2 Al ELEVAil0N 783.58 FEET 1 FlCURE No. 1141-B e ., 2 NUNSER OF CRIDS = 32 DAMPING VALUE = 0.020 BROADENED SPECTRUM FOR N00E=1141 DECREE OF FREEDOM = 0.12688 2 1.0228 0.09156 3 1.0714 0.12688 4 1.2483 1 0.9000 0.09174 7 1.363F 0.1F169 8 1.6614 0.17169 5 1.2500 0.12730 6 1.2938 0.12F30 1.9129 0.2F368 0.17305 10 1.8000 0.24F40 11 1.8750 0.2F151 12 9 1.6667 0.27920 15 2.3220 0.28712 16 2.6471 0.32188 2.1179 0.2F368 14 2.1429 3.4616 0.43015
, 13 18 3.0000 0.39283 19 3.2227 0.39283 20 17 2.8125 0.36280 1.01395 23 5.1049 1.16908 24 5.3F31 1.50316 21 4.0909 0.63150 22 5.0000 28 10.6383 0.56936 Lu 1.50316 26 7.5497 0.82064 2F 8.0642 0.56936 25 6.5671 0.55711 31 21.5000 C.15384 32 39.5000 0.15106 Ce 29 12.2951 0.55111 30 15.0273
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ . _ _ _ _ _ _ _ _ _ _ _ __ _ a
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1 C.9000 b.12894 2 0.9375 0.13394 3 0.9783 0.13799 4 1.0228 0.14119 5 1.0714 0.17734 6 1.2364 0.17734 7 1.2500 0.18010 8 1.3235 0.19277 .; 9 1.3637 0.24092 to 1.4062 0.24772 11 1.5298 0.247T2 12 1.6071 0.26066
- 13 1.6667 0.28926 14 1.7308 0.35619 15 1.8750 0.42334 16 1.9129 0.43159 17 2.0302 0.43159 18 2.1429 0.46706 19 3.7500 0.46706 20 4.0909 0.56657 21 4.8000 0.86223 22 5.5000 0.86223 23 6.2171 0.74989 24 11.2000 0.74989 25 13.7500 0.39065 26 15.8273 0.31923 27 27.5000 0.13688 28 39.5000 0.12738 1
TUSI-REFINED RESP 00lSE SPECTRA FOR CONTAINMENT BLDO. SET No. = 21 FLOOR RESPONSE SPECTRA FOR 1/2SSE1 COMPONENT AZ ; DAMPING = 0.02 FIGURE No. 1141-8 olRECTION 3 AT ELEVATION 783.58 FEET NO. Or SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1141 DECREE OF FREEDOM = 3 NUMBER OF CRIOS = 31 OAMPING VALUE = 0.020 1 0.9000 0.12167 2 0.9375 0.12537 3 0.9ta3 0.12778 4 1.0228 0.12933 5 1.0714 0.16785 6 1.2674 0.16785 7 1.3235 0.17730 8 1.3637 0.22212 9 1.4062 0.22425 to 1.6335 0.22425 11 1.6667 0.23679 12 1.7308 0.24354 13 1.8750 0.31833 14 1.9129 0.32720 15 2.3379 0.32720 16 2.3384 0.32695 17 2.3913 0.29714 18 2.6191 0.28605 19 2.6787 0.24800 20 2.7029 0.24800 21 2.8125 0.28594 22 2.9615 0.29467 23 3.0'M)0 0.31392 24 3.5638 0.31392 25 3.7500 0.39714 26 4.8000 0.77948 27 5.5000 0.77948 28 6.1054 0.67083 29 11.1000 0.67083 30 13.7500 0.33168 31 15.8273 0.26698 32 27.5000 0.10619 33 39.5000 0.09768
.l>
- O O
- m -
~, ..s,,, -_ .: -
1 1
. w i
i 1 I TWSI-REFIIIED RESPONSE SPECTRA FOR COIITAllpIENT BLDC. SET 880 = 2-j FLOOR RESPOIISE SPECTIIA FOR SSE; COMPOIIENT AX ; DAIIPIIIC = 0.02 F IGURE 100. 1106-8 DIRECTIDOI 1 AT ELEVATIOII 1000.50 FEET 100. OF SPECTRA = 1
- BROADEIIED SPECTRtRI FOR IIODE=1106 DECREE OF FREEDOM = 1 IIUM8ER OF CRIDS = 24 DAMPIIIC V4LUE = 0.020
?
1 0.9000 0.36265 2 1.0228 0.44336 3 1.0714 0.57818 4 1.1250 0.66031 1 5 1.3500 0.89778 6 1.4800 1.32803 7 1.7200 2.47364 8 2.0000 5.5522F i 9 2.3384 5.55227 10 3.0000 4.86325 11 3.3200 4.86325 12 3.9285 4.35000 13 4.3902 2.48800 14 7.8572 2.48800 15 7.9538 2.24912 16 8.0763 2.19354 17 9.1666 1.64192 18 9.1692 1.64192 19 9.2308 1.65085 20 11.2820 1.65085 i 21 13.7500 1.51215 22 15.8273 1.12643 23 27.5000 0.74989 24 39.5000 0.72246 I1 i TUSI-REFBIIED RESPOIISE SPECTRA FOR COIITAllpIENT BLDC. SET NO. = 3 i FLOOR RESPOIISE SPECTRA FOR SSE; COMPOIIENT AX ; OAMPIIIC = 0.02 l FIGURE IIO. 110F-8 DIRECT 10lO 1 AT ELEVAT1001 950.58 FEET NO. OF SPECTRA = 1 s BROADENED SPECTRull FCO. WJOE=1107 DECREE OF FREEDOM = 1 NUMBER OF GRIDS = 25 DAMPINC VALUE =. 0.020 1 0.9000 0.33493 2 1.0228 0.s!0117 3 1.0714 0.52096 4 1.1250 0.57826 5 1.2500 0.69212 6 1.3235 0.76447 7 1.3637 0.89916 8 1.4516 1.09910 9 1.5000 1.28925 10 1.7000 1.98295 11 2.0000 4.32139 12 2.3384 4.32139 1 13 3.0000 3.00302 14 3.3200 3.80302 15 3.9285 3.47000 16 4.2308 2.15395 i 17 7.549F 2.15395 18 7.8572 2.08F58 7.9538 l' 1.88380 20 9.1057 1.36349 ( 21 11.2820 1.36349 22 13.0000 1.28325 2J 15.8273 0.94128 24 27.5000 0.61135
< 25 39.5000 - 0.57345 i1 4
TUSt-REFIIIED RESPOIISE SPECTRA FOR COIITAIIIMENT BLDC. SET 180. = 4 l FLOOR RESPOIISE SPECTRA FOII SSE; COMPOIIENT AX ; DAMPIIIC = 0.02 j FICultE 010 1908-8 DIRECTIGOI 1 AT ELEVAil0II 905.75 FEET 10 0 OF SPECTRA = 1 i SIIOADEIIED SPECTRtIM FOR IIODE=1108 DECIIEE OF FREEDOM = IIUMBER OF CRIDS = 28 1 DAMPIIIC VALUE = 0.020 1 0.9000 0.31005 2 0.9783 0.34505 3 1.0228 0.36329 4 1.0714 0.46959 } 5 1.1250' O.50460 6 1.1842 0.52132 7 1.2500 0.5875C $ 1.3235 0.644F8 1 9 1.3637 0.76714 10 1.4062 0.83482 11 1.5000 1.03096 12 1.7000 1.54232 i 13 2.0000 3.21603 14 2.3384 3.21603 15 3.0000 2.85093 16 3.6666 2.85093 1 17 4.2308 1.88993 18 7.547F 1.88993 19 7.8572 1.F2800 20 8.0763 1.48F21 21 8.8179 1.19428 22 11.2820 1.19428 23 11.689F 1.18125 24 11.8535 1.17357 25 13.7500 1.08531 26 15.8273 0.77504 27 27.5000 0.48694 28 39.5000 0.43965 1 4 1 TUSt-REF BIIED RESPOIISE SPECTRA FOR COIITAIMMENT 8t DC. SET 100. = 5 } FLOOR RESPOIISE SPECTRA F00t SSE; COMPOIIENT AX : DAMPIIIC = 0.02 j FICURE No. 1109-8 DIRFC18001 1 AT ELEVAT10N 860.00 FEET NO. OF SPECTRA = 1 ! DROADEIIED SPECTRUM FOR N00E=1109 DECREE OF FREEDOM = NUMBER OF CRIDS = 29 1 DAMPIIIC VALUE = 0.090 1 0.9000 .0.2846F 2 0.9783 0.31159 3 1.0228 0.32465 4 1.0714 0.41719 5 1.1250 0.42946 6 1.1842 0.43270 7 1.2500 0.48092 8 1.3235 0.52267 ! 9 1.3637 0.6324F 10 1.4062 0.66986 11 1.4516 0.68383 12- 1.7000 1.09271 i 13 2.0000 2.08804 14 2.3384 2.08804 15 3.0000 1.87939 16 3.6666 1.87939 j 17 3.8009 1.62489 18 6.1112 1.62489 19 6.2969 1.56469 20 F.549F 1.56469 21 7.8572 1.3610F 22 9.2308 1.02181 23 11.2820 1.02181 24 11.689T 1.01039 25 11.8535 1.00340 26 13.7500 0.92099 27 15.82F3 0.60543 28 27.5000 0.36001 Ll 29 39.5000 0.31752 D 4 t b } } c 7 .- -- . . _ _ _ _ _ _ _ _ _ _ , . _ . ~
.v m - -- -m % - - -
. ~ m- _ _. - -
TUSB-REFIIIED RESPONSE SPECTRA FOR CONTAINMENT BLDC. SET NO. = 6 . FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AM ; DAMPING = 0.02
- FIGURE 880 1110-8 DIRECTION 1 AT ELEVATION 805.50 FEET No. OF SPECTRA = 1 ,
BROADEMED SPECTRUM FOR NODE =1110 DECREE OF FREEDOM = 1 MUMBER OF CRIDS = 27 DAMPING VALUE = 0.020 1 0.9000 0.25445 2 0.9783 0.27175 3 1.0228 0.27865 4 1.0714 0.35480 5 1.2520 0.35480 6 1.3235 0.38237 7 1.3637 0.48037 8 1.4062 0.48851 9 1.5164 0.48851 to 1.6667 0.56740 11 1.7308 0.67551 12 2.0000 0.84666 13 2.0392 0.84666 14 2.1429 0.90206 15 3.7500 0.90206 16 4.9806 1.31060 17 6.0874 1.31060 18 6.1112 1.30960 19 6.3813 1.21055 20 7.5497 1.21055 21 9.2308 0.81685 22 11.2820 0.81685 23 13.0000 0.72530 24 15.0273 0.49003
; 25 27.5000 0.22558 26 36.3036 0.18523 27 39.5000 0.17902 1 1
, TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDC. SET NO. = 7 FLOOR RESPONSE SPECTRA FO*t SSE: COMPONENT AX ; DAMPING = 0.02 FIGURE NO. 1111-8 DIRECil0N 1 AT ELEVATION 783.58 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1111 DEGREE OF FREEDOM = 1 800M8ER OF CRIDS = 31 DAMPIIIG VALUE = 0.020 l' O.9000
~
0.24504 2 0.9783 0.25583 3 1.0228 0.26028 4 1.0714 0.33567 l 5 1.2689 0.33567 6 1.3235 0.35449 7 1.3637 0.44569 8 1.6273 . 0.44569 9 1.6667 0.47220 10 1.8000 0.54783 11 1.8750 0.63801 12 1.9132 0.65183 13 3.6198 0.65183 14 3.7500 0.73827 15 4.0909 0.90059 16 4.8000 1.22752 6.3838 17 5.5000 1.22752 18 6.0874 1.20805 19 6.1112 1.20497 20 1.07860 21 7.5497 1.07860 22 9.2308 0.72407 23 11.2820 0.72407 24 11.6897 0.71362 25 11.8535 0.70714 26 13.7500 0.63616 27 15.0273 0.42049 28 15.8273 0.40524 29 27.5000 0.19t,10 30 36.3036 0.15251 31 39.5000 0.15209 1 TUSI-REFINED hESPONSE SPECTRA FOR CD80TAIMMENT BLDC. SET NO. = 9 FLOOR RESPONSE SPECTRA FOR -SSE; COMPONENT AY ; DAMPING = 0.02 IICORE 100 1106-M - DIRECTION 2 ,AT ELEVAT1001 1000.50 FEET NO. OF SPECTRA = 1 BROADEMED SPECTRUM FOR pe00E=1106 DECREE OF FREEDOM = 2 MUMBER OF GRIDS = 24 DAMPING VALDE = 0.020 1 0.9000 0.19749 2 1.0228 0.20968 3 1.0714 0.27409 4 1.2170 0.27409 5 1.2500 0.29672 6 1.2880 0.29672 7 1.3637 0.40864 8 1.4516 0.42488 9 1.6071 0.56741 10 1.6667 0.66663 11 2.0000 1.52593 12 3.5208 1.52593 13 3.7500 1.82568 14 4.0909 2.06376 15 4.8000 3.55509 16 5.3731 4.45455 ~ .* 17 6.9391 4.93648 18 8.4811 4.93648 19 10.6383 4.34390 20 11.6897 4.05393 , 21 13.4581 2.31652 22 15.0273 2.31652 23 27.5000 0.88974 24 39.5000 0.82082 1 . l TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDO. SET NO. = 10 1 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AY ; DAMPING = 0.02 FIGURE ~MO. 1107-B DIRECTION 2 AT ELEVATION 950.58 FEET NO. OF SPECTRA = 1 l BROADENED SPECTRUM FOR N00E=1107 DECREE OF FREEDOM = 2 ItUMBER OF CRIDS = 23 DAMPING VALUE = 0.020 l I 0.9000 C.19388 2 1.0228 0.20598 3 1.0714 0.26818 4 1.2219 0.26818 3 5 1.2500 U.28606 6 1.2895 0.28606 7 1.3637 0.39193 8 1.4516 0.39564 '. 9 1.5000 0.43233 to 1.6071 0.50842 11 1.6667 0.59335 12 2.0000 1.31159 13 3.4707 1.31159 14 4.0909 1.87797 15 5.1049 3.69880 16 5.3731 3.88951 17 8.4811 3.88953 18 10.6383 3.57482 19 11.6897 3.21150 20 13.2662 2.00508 21 15.0273 2.00508 22 27.5000 0.74092 23 39.5000 0.68146 1 TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BEDG. SET NO. = It l i FLOO4 RESP 00lSE SPECTRA FOR SS!; COMPONENI AY ; DAMPING = 0.02 FIGURE 900. 1108-5 DIRECil0N 2 AT ELEVAil0el 905.75 FEET NO. OF SPECTRA = 1 t A I BROADEMED SPECTikUM FOR HoDE=1108 DECREE OF FREEDOM = 2 NUMBER OF CRIDS = 25 DAMPING VALUE = 0.020 p
. ~_ %
14
-- m . -- m _ -- _ _ . _
a 1 0.9000 0.19073 2 1.C228 0.20286 3 1.C714 0.26314 4 1.2262 9.26314 . 5 1.2500 0.27725 6 1.2909 0.2T725 F 1.363F 0.37821 8 1.4629 0.37821 - 9 1.5000 0.40076 10 1.60F1 0.45809 11 1.6667 0.53063 12 2.0000 1.12259 . 13 2.337'I 1.12259 14 3.4616 1.12259 15 4.0909 1.71225 16 5.1049 3.23238 'j 17 5.3731 3.48145 18 6.5671 3.48145 19 8.4811 2.95000 20 10.6383 2.88482 21 11.6897 2.45544 22 12.9664 1.72F36 23 15.0273 1.72736 24 27.5000 0.60738 25 39.5000 0.55641 1 TUSI-RFFINED RESPONSE SPECTRA FOR CONTAINMENT BLM. SET NO. = 12 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AY ; DAMPlNG = 0.02 FICURE NO. 1109-8 DIRECTION 2 AT ELEVATION 860.00 FEET NO. OF. SPECTRA = 1 x BROADENED SPECTRUM FOR NODES 1109 DECRLE OF FREEDOM = 2 NUMBER OF CRIDS = 27 DAMPING VALJE = 0.020 1 0.9000 0.18762 2 1.0228 0.19989 3 1.0714 0.25829 4 1.2305. 0.25829 0.3656? 1. t:883 5 1.7500 e. coo
- 6 1.2922 0.26908 7 1.3637 8 0.36562 9 1.5000 0.3709t 11 1.6071 0.41030 11 1.6667 0.47091 ~ 12 2.0000 0.93529 13 3.3141 0.9352C las 3.4616 0.57823 15 3.7500 1.43773 16 4.0909 1.54461 17 4.7000 2.5536' 18 5.0141 2.51961 19 5.1049 2.75768 20 5.3731 3.21082 21 ,6.56T1 3.21084 22 8.7041 2.18196 23 10.6383 2.16196 24 12.5646 1.44701 25 15.0273 1.44701 26 el.5000 0.47132 27 39.5000 o.S e96 i 1 SET NO. = 13
; Tu d-REFINED RESPON5C SPECTRA FOR CCMTAINMENT SLDG.
F100R RESPONSE SPECTRA FOR SSE; CfbeONENT AY ; DAMPING = 0.02 . FIGURE NO. 1110-8 DIRECTION 2 AT ELEVATION 805.50 FEET NO. OF SPECTRA = 1 EROADEftED SPECTRUM FOR 1000E=1110 DEGREE OF FREEDOM = 2 8N#e8ER OF CRIDS = 44 DAMPING VALUE = 0.020 1 0.9000 0.18403 2 1.0228 0.19662 3 1.0714 0.25555 4 1.2401 0.25555 5 1.2500 0.26053 6 1.2937 0.26053 7 1.3617 0.35268 8 1.5680 0.35268 9 1.60F1 0.36005 10 1.6667 0.40803 11 2.0000 0.72553 12 2.1322 0.72553 13 2.1429 0.73405 14 2.3684 0.78563 15 2.8125 0.81288 16 3.0000 0.86793 IT 3.3211 0.86793 18 3.4616 0.90414 19 3.7500 1.29651 20 4.0909 1.34T62 21 4.7000 2.11813 22 5.03F8 2.11813 23 5.1049 2.29563 24 5.3731 2.88859 25 6.5671 2.88859 26 7.9713 1.34921 27 10.6383 1.34921 28 11.2820 1.12976 29 11.6897 1.11718 30 12.2846 1.11718 31 12.2951 1.12030 32 15.0273 1.12030 33 27.5000 0.33369 34 39.5000 0.32622 1 TUSI-REFINED RESP 095E SPECTRA FOR CONTAIIIMENT BLDG. SET NO. = 14 FLOOR RESP 000SE SPECIRA TOR SSE; COMPONENT AY ; DAMPileG = 0.02 IICURE No. 1181-8 DIRECTION 2 AT EEEVATION 783.58 FEET too. OF SPECTRA = 1 BROADENED SPECTRUM FOR 9000E=1111 DECREE OF FREEDOM = 2 MUMBER OF CRIDS = 32 DAMPING VALUE = 0.020 1 0.9000 0.18266 2 1.0228 0.19414 3 1.0714 0.25301 4 1.2496 0.25301 1.2500 0.25321 6 1.2933 0.25321 7 1.3235 0.29286 8 1.3637 0.34159 5 1.8750 0.50576 9 1.6656 0.34159 10 1.6667 0.34210 11 1.8000 0.4F319 12 13 2.0513 0.505F6 14 2.1429 0.54282 15 2.3249 0.54282 16 2.8125 0.71784 l i 17 3.0000 0.78381 18 3.2475 0.78381 19 3.4616 0.84899 20 3.7500 1.22362 21 4.0909 1.23390 22 4.7000 1.90495 23 5.0083 1.90495 24 5.1049 2.1505's 5.3731 2.68380 26 6.56F1 2.68380 27 8.1427 1.01303 28 10.6383 1.01303 i 25 27.5000 0.21965 32 39.5000 0.27531 l 29 12.2951 0.98 F38 30 15.02F3 0.98738 31 8 f SET NO. = 16 TUSt-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDG. FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPllfG = 0.02 FIGURE NO. 1106-8 DIRECTION 3 AT ELEVATIOff 1000.50 FfEY NO. OF SPECTRA = 1 DECREE OF F RE E DOM = 3 NUMBER OF CRfDS = 21 DAMPING VALUE = 0.020 BROADENED SPECTRUM FOR MODE =1106 1.1250 0.660ts9 0.9000 0.36018 2 1.0228 0.44536 3 1.0F14 0.5802T 4 3s 1 1.5000 1.3?F66 8 1.7200 2.47801 sp 5 1.2500 0.80928 6 1.3500 0.90050 F i
-_---n . - - - . - -- . . -- u- --
a; . u s - w; = e O 2.0000 5.54266 10 2.3379 5.54266 11 3.0000 4.87593 12 3.4000 4.87593 . 13 3.9285 4.26000 14 4.2308 2.48999 15 4.2774 2.43526 16 5.5000 2.43526 .. 17 6.2923 2.10542 18 11.8535 2.10542 19 13.7500 1.51327 20 27.5000 0.73931 *
- 21 39.5000 0.72563 TUSI-REFINED RE 23KSE SPECTRA FOR CONTAlHMENT BLOG. SET NO. = 17 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0,*2 <
1 FIGURE NO. 1107-8 DIRECTION 3 AT ELEVATION 950.58 FEET NO. OF SPECTRA = 1 BROADEllED SPECTRUM FOR N00E=1107 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 22 DAMPING VALUE = 0.020 1 0.9000 0.33400 2 1.0228 0.40261 3 1.0T14 0.52731 4 1.1250 0.57842 5 1.2500 0.69274 6 1.3235 0.76723 7 1.3637 0.90065 8 1.4516 1.09913 9 1.7000 1.98676 10 2.0000 4.31882 11 2.3379 4.31482 12 3.0000 3.81386 ! 13 3.4000 3.81386 14 3.9285 3.40000 15 4.2308 2.18841 16 5.5000 2.18841 ! 17 5.8047 2.066th 18 6.4751 1.90969 19 11.8535 1.90969 20 13.7500 1.28180 21 27.5000 0.60262 22 39.5000 0.59227 TUS!-REFINED RESPONSE SPECTRA FOR CONTAIIIMENT BLDG. SET NO. = 18 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0.02 AT ELEVATION 905.75 FEET NO. OF SPECTRA = j FICURE NO. 1108-8 DIRECil04 3 1 BROADENED SPECTRUM FOR NODE =1108 DECREE OF FREEDOM = 3 NUPBER OF CRIDS = 26 DAMPlNG VALUE = 0.020 1 0.9000 0.30996 2 0.9783 0.34567 3 1.0228 0.36424 4 1.0714 0.47028 5 1.1250 0.50473 6 1.1842 0.52177 7 1.2500 0.58811 8 1.3235 0.64757 9 1.3637 0.76853 10 1.4062 0.83466 11 1.5000 1.03179 12 1.7000 1.54561 13 2.0000 3.21220 14 2.3379 3.21220 15 3.0000 2.86012 16 3.6666 2.86012 17 3.8009 2.27241 18 3.9285 1.95152 19 4.4898 1.95152 20 4.5000 1.96708 1 21 5.5000 1.96708 22 6.5223 1.73394 23 10.9000 1.73394 24 13.7500 1.07394 , 25 27.5000 0.47988 26 39.5000 0.47161 ' 1
. TUSt-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDG. SET No. = 19 i
FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMP 100G = 0.02 FIGURE NO. 1109-8 DIRECTION 3 AT ELEVATION 860.00 FEET No. OF SPECTRA = 1 i BROADENED SPECTRUM FOR 1000E=1109 DECREE OF FREEDOM = 3 90 UMBER OF GRIDS = 25 DAMPINC VALUE = 0.020 ~ l 0.9000 0.28543 2 0.9783 0.31215 3 1.0228 0.32509 4 1.0714 0.41721 1 5 1.1250 'O.42957 6 1.1842 0.43374 7 1.2500 0.48137 8 1.3235 0.52550 9 1.3637 0.63376 10 1.4062 0.66964 11 1.4516 0.68460 12 1.7000 1.09547 13 2.0000 2.08700 14 2.3379 2.08700 15 3.0000 1.88688 16 3.6665 1.88688
- 17 4.5000 1.74166 18 5.5000 1.74166 19 6.4376 1.55464 20 9.6983 1.55464 21 11.8535 1.55464 22 13.7500 0.91399 23 15.8273 0.76560 24 27.5000 0.35861 1 25 39.5000 0.35039 4
1 I Sti 100. = 20 TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDC. l FLOOR RESPONSE SPEP.TRA FOR SSE; COMPONENI AZ ; DAMPING = 0.02 FIGURE NO. 1110-8 DIRECil0N 3 AT ELEVATION 805.50 FEET NO. OF SPECTRA = 1 j 1 BROADENED SPECTRUM FOR N00E=1110 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 21 DAMPING VALUE = 0.0f0 0.9000 0.25624 2 0.9375 0.26484 3 0.9783 0.27224 4 1.0228 0.27849 l 1 1.3235 0.38291 8 1.3637 0.47976 5 1.0714 0.35404 6 1.2471 0.35404 7 4 9 1.4062 0.F9081 10 1.5312 0.49088 11 1.6071 0.51620 12 2.1429- 0.90977 1 13 3.8000 0. J977 14 4.7000 1.47405 15 5.5000 1.47405 16 6.2393 1.34113 17 11.8535 1.34113 18 13.7500 0.74385 19 15.8273 0.60639 20 27.5000 0.25815 i 21 39.5000 0.23721 J1 g SET NO. = 21 b
. TUSI-REFINED RESPONSE SPECTRA FOR CONTAIMMINI BLDG.
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~ _ . _ ~., .
e 1 ! TUSB-REFINED RESPONSE SPECTRA FOR CONTAINMENT 8tDC. SET No. = 2 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AX ; DAMPING = 0.03 FIGURE NO. 1112-B DIRECTION 1 AT ELEVAil0N 1000.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1112 DECREE OF FREEDOM = 1 IlUMBER OF CRIDS = 2tt DAMPING VALUE = 0.030 1 0.9000 0.34117 2 1.0228 0.42989 3 1.1250 0.60111 4 1.3800 0.91346 5 1.7400 2.22755 6 2.0000 4.34765 7 2.3384 4.34765 8 3.0000 3.91460 9 3.6666 3.91460 10 3.8009 3.29357 11 3.9285 2.70195 12 4.2308 2.30528 13 4.3582 2.11853 14 6.0874 2.11853 15 6.1112 2.11131 16 6.1975 2.05892 Il 7.8572 2.05892 18 8.4811 1.649T2 19 9.1666 1.45117 20 11.2820 1.42013 21 13.7500 1.38475 22 15.8273 1.077T1 23 27.5000 0.75017 24 39.5000 0.72487 1 TUSB-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDG. SET NO. = 3
. FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AX ; DAMPING = 0.03 FIGURE.NO. 1113-8 DIRECTION 1 AT ELEVATION 950.58 FEET- MO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1113 DEGREE OF FREEDOM = 1 NUMBER OF CRIOS = 22 6AMPING VALUE = 0.030 1 0.9000 0.31473 2 1.0228 0.38862 3 1.1250 0.52475 4 1.3800 0.77706 5 1.4516 0.99611 6 1.7400 1.78169 7 2.0000 3.3915l 8 2.3384 3.39151 9 3.0000 3.06433 10 3.6666 3.06433 11 3.9285 2.14347 12 4.2308 1.86243 -
13 6.0874 1.86243 14 6.1112 1.85382 15 6.4661 1.72428 16 7.8572 1.72428 17 8.4811 1.36851 18 9.1666 1.18754 19 13.7500 1.16988 20 15.8273 0.89686 i 21 27.5000 0'61120
. 22 39.5000 0.57765 1
TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDC. SET NO. = 4 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AX ; DAMPINC = 0.03
; FIGURE NO. 1114-B DIRECfl0N I AT ELEVATION 905.75 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR N00E=1114 DEGREE OF FREEDOM = 1 NUMBER OF CRIDS = 24 DAMPING VALUE = 0.030 i 1 0.9000 0.29099 2 1.0228 0.35156 3 1.0714 0.40902 4 1.3800 0.65460 i 5 1.4516 0.80930 6 1.7000 1.38131 7 7 0000 2.53287 8 2.3384 2.53287 9 3.0000 2.30078 10 3.6666 2.30078 11 3.9285 1.6419T 12 6.0874 1.63256
- 13 6.5390 1.48823 14 7.5497 1.48823 15 7.8572 1.42378 16 8.4811 1.11599 i 17 8.8783 1.01879 18 II.2820 1.01879 19 11.6897 1.01676 20 11.8535 1.01416 21 13.7500 0.97953 22 15.8273 0.73447 23 27.5000 0.48641 24 39.5000 0.44546
)' l TUSt-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDG. SET NO. = 5
! FLOOR RESPONSE SPECTRA FOR SSE; COMPONENI AX ; DAMPING = 0.03 FlCURE NO. 1115-B DIRFCllON 1 AT ELEVATION 860.00 FEET NO. OF SPECTRA = 1 l!'
BROADENED SPECTRUM.FOR NODE =1115 DECREE OF FREEDOM = 1 MUMBER OF CRIDS = 29 DAMPING VALUE = 0.030 1 0.9000 0.26678 2 0.9375 0.28182 3 1.0228 0.313T6 4 1.0784 0.36212 5 1.3235 0.49058 6 1.4516 0.61870 7 1.7200 0.97277 8 2.0000 1.65697 9 2.3384 1.6569F 10 3.0000 1.52164 11 3.6666 1.52164 12 4.9806 1.39817 13 6.0814 f.39817 14 6.4603 1.25F65 15 6.8750 1.25765 16 6.9032 1.25104 IT 7.5497 1.25104 18 7.8572 1.11714 19 8.4811 0.85833 20 8.6520 0.82020 21 8.7041 0.82020 22 9.2308 0.86132 23 11.2820 0.86132 24 11.6897 0.86019 25 11.8535 0.85199 26 13.7500 0.82679 2T 15.8213 0.56879 28 27.5000 0.35910
+
29 39.5000 0.32059 1 f TUSI-REFINED RESP 0'NSE SPECTRA FOR CONTAINHENT BLDG. SET NO. = 6 O
__ _ __. .. . . .~. - - ~. .x- w- -. . -- .-- ;_ -. . -.- _ FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AX ; DAMPING = 0.03 - FIGURE NO. 1116-8 DIRECil0N 1 AT ELEVATION 805.50 FEET NO. OF SPECTRA = 1 . BRuADENED SPECTRUM FOR N00E=1116 DECREE OF FREEDOM = 1 NUMBER OF CRIDS = 32 DAMPING VALUE = .0.030 1 0.9000 0.23795 2 0.9375 0.24865 3 1.0228 0.26875 4 1.0714 0.30630 5 1.1842 0.30743 6 1.3235 0.35227 7 1.3637 0.38632 8 1.6071 0.46866 i 9 1.6667 0.51726 to 1.7308 0.56589 11 1.8000 0.60826 12 1.8750 0.65168 13 2.0454 0.69830 14 2.1429 0.70718 15 3.7500 0.70718 16 4.5000 1.00037 17 4.7493 1.06561 18 4.9806 1.11935 19 6.0874 1.11935 20 6.4849 1.00089 21 f.8750 1.00089 22 7.5497 0.96880 23 8.2090 0.66862 24 9.1601 0.66662 25 9.2308 0.67415 26 11.6897 0.67415 27 11.8535 0.67243 28 13.2000 0.64491 29 15.0273 0.44915 30 15.8273 0.40884 31 27.5000 0.22404 32 39.5000 0.18617 1 IUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDG. SET NO. = 7 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AX ; DAMPING = 0.03 FIGURE NO. 1117-8 DIRECT 10N 1 AT ELEVATION 783.58 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1117 DECREE OF FREEDOM = 1 NUM8ER OF CRIDS = 39 DAMPING VAI.UE = 0.030 1 0.9000 0.22895 2 0.9375 0.23602 3 1.0228 0.25078 4 1.0714 0.29034 5 1.2857 0.30670 6 1.3637 0.35033 7 1.5000 0.36584 8 1.6071 0.38663 9 1.6667 0.42722 to 1.8000 0.44127 11 1.8750 0.51559 12 2.2916 .0.51559 13 2.5000 0.47575 14 2.6131 0.46377 15 2.7433 0.46377 16 2.8125 0.50496 17 3.5501 0.50496 18 3.7500 0.64032 19 4.0909 0.78786 20 4.5000 0.92955 21 4.7493 -0.98172 22 4.9806 1.02515 23 6.0874 1.02515 24 6.5208 0.86499 25 6.8750 0.86499 26 7.5497 0.85452 27 7.8572 0.77049 28 8.4811 0.55663 29 8.9903 0.55663 30 9.2308 0.59065 31 11.2820 0.59065 32 11.6897 0.58971 33 11.8535 0.58766 34 13.7500 0.56246 35 15.0273 0.37823 36 15.8273 0.36958 37 27.5000 0.17998 38 36.3036 0.14322 39 39.5000 0.14196
, 1 TUSB-REFINED RES'PONSE SPECTRA FOR CONTAINMENT BLDG. SET NO. = 9 FLOOR RESPONSE fiPECTRA FOR SSE; COMPONENT AY ; DAMPING = 0.03 FIGURE Mo. 1112-8 DIRECTION 2 AT ELEVATION 1000.50 FEET NO. OF SPECTRA = 1 BROADENED SPECTRUM FOR NODE =1112 DEGREE OF FREEDOM = 2 NUMBER OF CRIDS = 27 DAMPING VALUE = 0.030 1 0.9000 '2 0.18154 2 1.0228 0.20209 3 1.07%4 0.23551 4 1.1250 0.24015 5 1.1902 0.24015 6 1.2500 0.27323 7 1.2857 0.27572 8 1.3637 0.34714 9 1.4134 0.34714 to 1.5000 0.42554 11 1.6071 0.51673 12 1.6667 0.60071 13 2.0000 1.21the 14 3.4616 1.21140 15 4.0909 1.88811 16 5.3731 3.63246 17 6.2283 3.63246 18 6.4286 4.03222 19 7.8572 4.03222 20 8.4811 3.80351 21 9.1666 3.42965 22 10.6383 3.40748 23 11.6897 3.24636 24 13.5310 2.06882
- 25 15.0273 2.06882 26 27.5000 0.86635 27 39.5000 0.80154 1
i TUSt-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDG. SET NO. = '10 l FLOOR RESPONSE S18ECTRA FOR SSE; COMPONENT AY ; DAMPING = 0.03
; FIGURE NO. 1113-8 DIRECTION 2 AT ELEVATION 950.58 FEET NO. OF SPECTRA = 1 1
- BROADENED SPECTRUM FOR NODE =1113 DECREE OF FREEDOM = 2 NUMBER OF CRIDS = 27 DAMPING VALUE = 0.030
! 1 0.9000 0.17833 2 1.0228 0.19841 3 1.0714 0.22946 4 1.1250 0.23327 5 1.1915 0.23327 6 1.2500 0.26269 7 1.2857 0.26329 8 1.3637 0.33188 9 1.4238 0.33188 10 1.5000 0.39165 11 1.6071 0.46200 12 1.6667 0.53496 13 2.0000 1.04505 14 3.4616 1.04505 15 4.0909 1.72090 16 5.1049 3.18561 17 6.3987 3.18561 to 6.4286 3.22668 19 7.8572 3.22668 20 8.4811 3.02150
, 21 8.9507 2.80947 22 10.6383 2.80947 23 11.6897 2.57450 24 13.2892 1.78293 25 15.0273 1.78293 26 27.5000 0.71916 27 39.5000 0.66540 i 1 g TUSt-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLOG. SET No. = 11 .,,,J FLOOR RESPONSE SPECTRA FOR SSE; COMPONfMT AY ; DAMPING = 0.03 l i
As- y a +-~s f I
, ,a*' -
4g i 4
** O P= N e @ e > M @ P= N *= O P= C # m m m m @ m *= CNNNememme a e CAN@sweC f min * @ X N XP=N C
- mNN@CC@mm
- memNCahiA m m - min N @ C M N O 1
O N e w e # m *= m e** @ ih e P= @ m e P= O.NNP= @N- NCP= =C >=P=@m @ C. -P=@@N ee **M P=
@ aCNP*m@ e d C.X *=eiAes=
P=e@@C m@ M e N N N N O N. N.M. e. m. e.m. m.eA. O N. N. M. P* . e. @. @. N. O N. N. M. @...P= P* X. C. m. . O N. N. X. M. .h N. e. 4 OOOOONN-C 4 OOOOON-- 4 COcoO*N*O ( OOOOONC
- e. E E E U N N O N N O N N O N w i=J W w
& naJ . & N . & W . & LaJ W 3 O W 3 O W D O to 3
=J O th = # @ m = h E JCo-O@*C# E .J O e ** O C=== E J C IA N M @ - @
w (aAmhe-@= m w ( th m P= N == P= m c w ( in e*e P= > C P= M e t- ( in e m e == m @ W > N r= C m @ e m e > 0 >NNON@@CN > O >NNO= C@Cm > O >NN=@@NC f *= @ ned *= @ w W 1 . Q . m. . m. M. @. M. @. in. m . O . m. . m. a. c. N. eo. M . g *=. m. c. m. C. am . en.
. P= N. m . C . m. m. m. a. m. M.
O E * *= *= N m @ e *= N O E *=*=*= N m @ e N O -E *= *= *= N e z @ e N.= O E = *= *= N m en e E .= *N 3 - *= g E E E & &- I* k Ogen @ OXEN @ G3eN@C2e CRON@CNeN@ DReN@cteN *= " N N N
--NNNmm e-NNNm *=-NNNmm P= in m *=
m m m m meacom@Nm X C N iA P= m @ e e einemeemO*=C - @ C h *= M N " m m C @ == M an aA > X > = M - m m eA s= e s e > @ @ iA
- M in M = h M == m P= *=
N&MMem@SMP= N m eA @ m m C P= @ an M @ P= P= @ C
- N e e iA H M C e e M M @ 6A N iA @ m in e m O N - M m @ C P= @ N == -mC@m2ONNN - m m e P= e @ P=
> W c N.N.m.e.c.e. m. .en. == W c N. N. M. P= . e. @..P=. P= X. N (A N.N* M O @. @ N.M.C.m.m*
* *
- C to N. N* M
- M @* e *** mN w -CCOOONNN- W -COCOON--O taJ -CCCCO-N-CC w -CCCCC-CC and E n.J E W E w E w Q w 0 6 Q is. O en es. O w C w e w P= 0 C C an C in C l M EamOmceCom C w = @ C P= C m os N P=
M EMN OC-Nmc
@ w=e S C m *= e c M EMechem*-~C o w - C C
- N o m N iA C m EXCCCCmmC e w-CCNOM@C j m NGCMONCeN e Ne "ChemC e NmCeNmhChC N NmCNCONC O. N. aA. M. O. M. N. N. O. O. N. e. m. C. m. e. @. c. O. N. eA. N. e. O.. m m. o. c. C. N. e. m. C. =. C. e.
E * ** *= N m en e *= in E *= = - N m an P= O m E *= *= *= N N a a^ e N m 2 == - = N m in e m m l E -- g =m g *m g t= m e= m e= m == 4 N M P=*=in m m P= - in C4 N m P= == th e m N == in 04 N m P= *= in m m h *= ih m
> *= *= = N N e m => *= - *= N N m m > = == = N N m m m C.>4 N M N '=-**NNm iA m m ** =
W OW CW Ow
.d W mJ ed 6.J N and H and M 4.J N N N N e= 0 e= 0> 0 >=
( m e @ C P- s P= m m E< OOeMae@eN Cecee**mo-e E< - 4 C P= == e @ *= N m 3 @ an aA m m > = m e = P= N == m in X =E4 O M e m @ == e == X @ - an*@NPN@m ih m m e @ - m N P= b N 4A S m M Q == @ N b m h @ == C m C e e N & @C@inMMmm wme-SMNONN E wmMCeNN@Ne WemmmmMXNNm wemeC@MMN l
.( .Z( .E(
w E . N. m. c. e. p .iA. N. in.
- Og w =.N.m.P=P=
K .. .s.P=P=
. a. oc w . N. N. e. @. C. e. C. e. m.
E Oc w e .N.N.M..A. . .N. E wCCCOO-NNe O w C 0 0 0 0 - - *= C C ta= 0 C C C O = - - C C C 6=CCCCO-NO
=J .J J w a .= w a .= w a .= 4.
O O O O
>> >= >
W
>=>
E(N W N W E4N and 2, ( N and w n=J es w w 6.J EccmommNmm E *= EeComCe**O E *= ECCe*McCChe E> E C C e C == m m e O N C aA C nA C P= C M EE QNONeCCe&C EE ONC@mec mmc EE QNCNmhC@C E w N in e C h m e m m -wE w NihiAP= C m e O C - nnJ E W N 6A N C @ in cec - enJ E w N e = == a m e O C Q C. N. M. Q. m. o. e. @. m.
== (EC O C. N. a. N. e. C. a. P=. c.
>C- (EC C O. N. M. . m. P=. . N. e. an.
>C- (20 Q C. N. @. m. @. C. @. in.
>0-e- -- *= N N s P= c N EE> - - - N N g P= e P= E&> ***NNmanc=h EE>
- e - N N a @ >=
0 -- CEO N CEO *= N CEO N nad O C naJ G C and OOw u UK OE g OE.* g - g .=
-Q EN@OReN@CM O .=D an N @ C X e N @ C M C .=D @N@C3eN@C2e C esc P= N @ C M c N @ C
- e--NNmm wW * * *= = N N m m an. and e e--NNmmm w 6ed = ===-NNm e= m e= m - it) *=
*= (M ** (W == 4M ==
N E N E H E H p led >= LaJ > W > nmJ E OES WES C QES C e eN@ONmNmmN e N P= e M a m P= m @ wCa OmP=ceeNm@me woe C =in cin @ h e c X ineA M P=tA== m m C M wen
& C. aA C N - *= N O in > > b to. @ E M m e mea M M m m e L == N E NnA @ = 2 S N O
- in P= m e @ in m N M - th - N N e M M m - P= > (O *= C P= @ = h @ @ = m e th - @M@eShC@
l
- 5 P* N - P= a 4A C P= m M ( *= E P= N C th P= in e @ @ ( == 5 P= = m m e *= C N e= @ (* E@~eNeemM
*= nad E - nnJ K a wE-D - N.
an. . m. X. e. N. nA. N. O.h in. ep O *=. N.
- 4. m.P=...P= - in. @. N. m* C *.N. N.nA. @. e. e. M. O. m.
w m .= C . N. N. M. a. m. N. e. w COOOO-NNaC U . COCOO-N-- go. CCCCCO-N-C U . COCCOONC
.5 EE ErE to en EE .rE Eh to - E E ErE EE W to LaJ >= nJ W >= n=J and > led W >
E O E lad E O EWE E laJ K Q 3 w to 3 nnJ to 3 OJ n WD w 0 h @ N P= P= C o m en O ORO & O in k MQmem DEO & O P= C C @ m m m m SEO A @P=P=C C**m
== W N m @ e O - P= m O an. m @ @ #in a ceA C 4=J C - WCmm e C @ w P=
R & an.
- 40 Om@ @cesN wC-ELw
-W W @ m g N *tm @ e P=
m@wN@XemN wo. E h en
- EO W m m
- C O P= *=
O@ecin@N wO >. **.m. @. M.P= . S. @. e. c. an- anJ O m. 6J e-. m. C. M. .P=. @ iA. C. ww O m. e .m. C. M. M. P= w ... @ @ C. ww O P N. m. N. e. P= w . en. C. E O w a - N m @ e == > WE E O - *= N N m @ e in WE EC=eNNmM@C in inJ E EO*-NNM@an - w em E tad e E ned -~ E nas O eE C'n e C e C 4 -C 4 = 4 - 4 C WO O to O to O E *=iA > m P===en e m P= 3J E w in e m P= = ih m m 3J E = e m m em e in e m N 3J E *=th m m P=
- to m S *= == N N N m m m en. S * *= N N N m > es. S **NNNmm > em a *
- N fJ N l
l l
*= -
- a.____ _ _ _ _ _ . _. . _ _
_ _ _ . _ _ _ _ - . . _ . - _ _ 1
-..u- m- w- -.- . . - .-:-,. w --~ - ~ ::- -. - _' -: - a -- 2 . Ta^i o
.e 1
TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDG. SET NO. = 16
- FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0.03 i
! NO. OF SPECTRA = I FIGURE NO. 1112-8 DIRECTION 3 AT ELEVATION 1000.50 FEET 1 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 21 DAMPlNG VALUE = 0.030
. BROADENED SPECTRUM FOR N00E=1112 0.91513 1 0.9000 0.33931 2 1.0228 0.43192 3 1.1250 0.60140 4 1.3800 5 1.7600 2.23163 6 2.0000 4.33931 7 2.3379 4.33931 8 3.0000 3.93299 9 3.6666 3.93299 to 3.8009 3.31417 11 3.9285 2.70951 12 4.2308 2.31175 13 4.4517 2.00381 14 5.5000 2.00381 15 5.8047 2.0002T 16 6.1112 1.S7346 17 6.4416 1.75163 18 11.8535 1.75163 19 13.7500 1.39135 20 27.5000 0.74130 21 39.5000 0.72808 1
TUSI-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDO. SET NO. = 17 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0.03 FIGURE NO. 1113-B DIRECil0N 3 AT ELEVATION 950.58 FEET NO. OF SPECTRA = 1 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 22 DAMPING VALUE = 0.030 BROADENED SPECTRUM FOR N00E=1113 1.1250 0.52497 1 0.9000 0.31380 2 1.0228 0.38993 3 1.0714 0.45652 4 1.3800 0.77842 6 1.7400 1.78523 7 2.0000 3.38573 8 2.3379 .38573 5 2.14769 s.843F2 9 3.0000 3.07913 10 3.6666 3.07913 11 3.9285 12 4.2308 13 4.2934 1.77950 14 4.5000 1.77950 15 4.7493 1.78117 16 5.8047 1.78117 1 6.1112 1.63456 18 6.6025 1.58259 19 11.8535 1.58259 20 13.7500 1.17231 17 21 27.5000 0.60415 22 39.5000 0.59338 , 1 SET NO. = 18 TUSI-REFINED' RESPONSE SPECTRA FOR CONTAIMMENT BLDC. FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0.03 FIGURE NO. 1114-8 DIRECTION 3 AF ELEVATION 905.75 FEET NO. OF SPECTRA = 1 l BROADENED SPECTRUM FOR N00E=1114 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 20 DAMPING VALUE = 0.030 1 0.9000 0.29090 2 1.0228 0.33223 3 1.0714 0.40980 4 1.3637 0.65569 1 1.4516 0.80968 6 1.7200 1.38437 7 2.0000 2.52938 8 2.3379 2.52938 5 1.64319 12 4.c169 1.57830 9 3.0000 2.31237 10 3.6666 2.31237 11 3.9285 1.57830 14 4.7493 1.58470 15 5.8047 1.58470 16 6.6655 1.43083 13 4.5000 27.5000 0.48100 20 39.5000 0.47243 17 11.2000 1.43083 18 13.7500 0.97562 19 1 TUS1-REFINED RESPONSE SPECTRA FOR CONTAINMENT BLDG. SFT NO. = 19 l FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0.03 ' FIGURE No. 1115-B DIRECTION 3 AT ELEVAil0M 860.00 FEET NO. OF SPECTRA = 1 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 18 DAMPING VALUE = 0.030 BROADENED SPECTRUM FOR N00E=1115 1.0714 0.36215 0.9000 0.26754 2 0.9375 0.28294 3 1.0228 0.31377 4
- 1 0.49056 6 1.4516 0.61961 7 1.7200 0.97534 8 2.0000 1.65922 5 1.3235 3.6666 1.52993 12 3.9285 1.38460 3.0000 1.52993 1.65922 10 11 l 9 2.2916 11.0000 1.21600 16 13.7500 0.81898 13 5.8047 1.38460 14 6.5743 1.27600 15 17 27.5000 0.35533 18 39.5000 0.34900
, 1 SET NO. = 20 TUSI-REFINED RESPONSE SPECTRA FOR CONTAINHENT BLDC. FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0.03 FIGURE No. 1116-B DIRECTION 3 AT ELEVATION 805.50 FEET NO. OF SPECTRA = 1 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 25 DAMPING VALUE = 0.030 BROADENED SPECTRUM FOR N00E=1116 0.26799 1.0714 0.30544 I 0.9000 0.23914 2 0.9375 0.25074 3 1.0228 4 6 1.3235 0.35150 7 1.3631 0.38636 8 1.6071 0.45915 5 1.2500 0.32884 1.8000 0.61034 12 1.8750 0.65452 9 1.6667 0.51984 to 1.7308 0.56T72 11 0.65957 14 2. 045fs 0.70605 15 2.1429 0.71369 16 3.5916 0.T1369 13 1.9129 i
. . m - _~ _ . - . _ . . . _ . c 17 3.7500 0.73982 18 4.7493 1.14 7:ts 19 5.80t7 1.14704 23 9.6983 1.09164 = 21 11.8535 1.09164 22 13.7500 0.66011 23 15.82T3 0.54471 24 27.5000 0.24897
- 25 39.5000 0.23042 1 C TUSI-REFINED RESPONSE SPECTRA FOR CONTAIMMENT BLDG. SET NO. = 21 FLOOR RESPONSE SPECTRA FOR SSE; COMPONENT AZ ; DAMPING = 0.03 FIGURE NO. 1117-B DIRECTION 3 AT ELEVATioM 783.58 FEET NO. OF SPECTRA = 1 IIROADEMED SPECTRUM FOR N00E=1117 DECREE OF FREEDOM = 3 NUMBER OF CRIDS = 28 DAMPING VALUE = 0.030 1 0.9000 0.22846 2 0.9375 0.23770 3 1.0228 0.24946 4 1.0714 0.28987 5 1.2857 0.30584 6 1.3637 0.35024 7 1.5000 0.36596 8 1.6071 0.38626 9 1.6667 0.42913 to 1.7308 0.43719 11 1.8000 0.44383 12 t.8750 0.51702 13 2.2916 0.51702 14 2.3379 0.49944 15 2.5000 0.48227 16 2.6294 0.46586 17 2.7450 0.46586 18 2.8125 0.50715 19 3.5261 0.50715 20 3.7500 0.66533 21 4.7493 1.04108 22 5.8047 1.04108 23 9.6983 0.98066 24 11.8535 0.98066 25 13.7500 0.56903 26 15.8273 0.46241 27 27.5000 0.20220 28 39.5000 0.18476 k
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