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Generation of Conservative Design & Median-Centered In-Structure Response Spectra for Cooper Nuclear Plant Control & Reactor Bldgs
	ML20113C192
Person / Time
Site:	Cooper
Issue date:	07/31/1994
From:	; EQE INTERNATIONAL
To:	;
Shared Package
ML20113B280	List: ML20113B278; ML20113B283; ML20113B289; ML20113C192;
References
	NUDOCS 9607010039
	Download: ML20113C192 (110)
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{{#Wiki_filter:_. _... _ _.... - _. 1 i to O NLS960076 4 d INIT.RNAllONAL f l GENERATION OF CONSERVATIVE DESIGN AND l ~ MEDIAN-CENTERED IN-STRUCTURE RESPONSE SPECTRA FOR THE COOPER NUCLEAR PLANT l CONTROL AND REACTOR BUILDINGS i t July,1994 I 4 i I l i i Prepared for: NEBRASKA PUBLIC POWER DISTRICT EQE INTERNATIONAL PD DO K 05 00298 P PDR

Attachment A Introduction In accordance with Agreement No. 94A-C18 EQE Internatiqnal, Inc., (EQE) has generated seismic in-structure response spectra for both the Control and Reactor buildings at the Cooper Nuclear . Generathy Station to address 1) Unresolved Safety Issue (USI) A-46 and 2) the seismic portion of the Individua Plant Examination of External Events (IPEEE). Conservative design in-stmeture spectra were generated using the U.S. Regulatory Guide 1.60 (RG1.60) [1] freefield input design spectrum anchored to 0.2g for the SSE case and 0.1g for the OBE case. These time histories were generated to meet all the requirements of the Standani Review Plan [2]. Realistic median centered in-stmeture spectra were generated for IPEEE using the NUREG /CR-0098 [3] median spectrum anchored to 0.3g l referred to herein as the Review Level Earthquake (RLE) case. Figures 1 and 2 show the match between the above two target spectra and spectra from synthetic time histodes generated to match them. Refer to EQE calculations 50130-C-002 and 010 for further details regarding these input motions. The in-structure response spectra were generated by performing soil-stmeture interaction (SSI) analyses of the Cooper Control and Reactor buildings. The overall technical approach to SSI analysis is described in the context of the substmeture method. The substructure approach is particularly attractive for SSI analysis. It separates the SSI problem into a series of simpler problems, solves each independently, and superposes the results. This approach allows one to examine meaningful intermediate results and perform sensitivity studies in a cost-effective fashion. The elements of the substructure approach as applied to structures subjected to earthquake excitations are: specifying the free-field ground motion; development of the soil models, i.e. defining the soil profile and performing site response analysis; calculating the foundation impedance functions and foundation input motion; determining the fixed-base dynamic characteristics of the structure; and performing the SSI analysis, i.e., combining the previous steps to calculate the response of the coupled soil-structure system. Each of these elements as they pertain to the Cooper Control and Reactor bul dings are described below. Development of Soll Models Empirical expressions were used to calculate low strain properties of the backfill on which the Cooper structures are founded. The ground surface was taken as 902' and the underlaying bedrock elevation was taken as 822'. The ground water table is located at elevation 880'. From these data and empirical expressions the discretization of the low strain soil profile at the Cooper site was obtained as shown in Table 1. Soil shear modulus degradation and material damping versus shear strain relationships generated by Seed et. al. were taken from reference [4] and are plotted in Figures 3 and 4 respectively. The mean curvespere used in the analyses. Site response analyses were performed in EQE calculation 50130-C-002 to develop strain-dependent soil properties to be used in the SSI response analyses of the Cooper Control and Reactor buildings. For each excitation level, iterative one-dimensional deconvolution analyses were perfonned using the computer program SHAKE to calculate ec[uivalent linear soil properties. The control point location for these analyses was taken to be at grade (elevation 902'). For the SSE and OBE excitation levels, SHAKE analyses were performed for each of the three low-strain soll property cases: the Best Estimate (BE) case soil profile, consisting of the low-strain properties calculated in Table 1; the Upwr Bound (UB) case, having shear modull equal to twice those of the BE case; and the Lower Bound (iB) case, having shear modull equal to one-half those of the BE case. For the RLE excitation level, only one SHAKE analysis was performed for the Best Estimate (BE) case soll profile, consisting of the low-strain properties calculated in Table 1. The strain compatible properties for the UB and LB cases for the RLE excitation level were calculated directly from the strain compatible profile resulting for the BF case by multiplied by 1.5 and 0.67 respectively (see Reference [5]). The strain compatible UB and LB soil damping was taken as that for the BE case unfactored.

/ l l Development of Foundation Impedance and Scattering Functione Foundation impedances were developed for the Control Building using the CLASSI family of computer programs whereas for the Reactor Building the computer program SUPELM was used. SUPELM was used to calculate scattering functions for both building foundations. The soll properties used for both buildings were those for the high strain best estimate soll profile for the SSE case only. The impedances . calculated for both buildings were factored according to the ratios of the strain compatible sol: profiles descrit>ed above to generate the impedances for the other soil cases. In this way, only one set of impedance and vattering functions was generated for each foundation, but these were modified such that the consistency between the input motion and the soil degradation for each excitation level was maintained. The factors used to scale the impedances may be found in EQE calculation 50130-C-002. ControlBuilding Impedances The Control Building basemat is founded on the layered soil site at elevation 869'-6". The I< shaped foundation consists of an 8' thick concrete slab. The northeastern portion of the slab slopes down to an elevation of 850'-6" at the top of soil. Due to the surrounding buildings and therefore lack of sufficient side soll the impedances for this foundation were calculated as ifit were flat (surface founded) at elevation 869'-6". The effect of embedment was, however considered in the calculation of the scattering functions since the input motion will vary with the depth. Impedances were calculated explicitly for the BE SSE case. For the calculation of impedances the upper 32' of soil was eliminated from the soil profile due to the surrounding structures. Due to the inegular shape of the foundation, impedances and scattering are different in each orthogonal direction. The effect of this on the impedances is inherently considered because the exact foundation geometry is modeled. Program SUPELM, was used for calculating scattering. See EQE calculation 50130-C-004 for further details concerning the Control Building impedances or scattering. Reactor BuildingImpedances Since the soll surrounding the pedmeter of the Reactor Building foundation has been excavated to various depths to accommodate the foundations of adjacent structures, it could not be assumed that the soll/ foundation interface was bonded over the entire foundation height. Therefore, an equivalent elevation to which this interface could be considered bonded was calculated as 887.34' based on a tributary excavation elevation. See EQE calculation 50130-C-005 for further details concerning the Reactor Building impedances or scattering. Development of Structure Models The SSI analyses for Cooper utilized the substructure approach as described previously. Structure models for this approach are fixed base and SSI effects are incorporated using foundation impedaras and wave scattering functions. Structure models were developed for the Control and Reactor buildings. NPPD provided structural drawings, material specifications, major equipment locations and weights, existin stmeture design reports, NSSS data, and other relevant data. The structure models were develo and analyzed for fixed-base properties using the computer program SUPERSAP (Control) and ODSAP (Reactor). The material damping ratios used for the builcling models were taken as the damping values listed in the US NRC Regulatory Guide 1.61 [6). Since the Control Building was modeled with materials all having the same material damping values, the modal damping for the structure was constant over all modes. The Reactor Building, however, is composed of a number of different materials (i.e. concrete, welded and bolted steel); therefore, composite modal damping was calculated to capture the contribution of these different materials on each mode of the structure.

Based on the dynamic behavior of the buildings being governed mainly by shear deformations, floor to floor stiffnesses and centers of mass and rigidity were calculated. This information was then used to calculate section properties of equivalent beam eleinents from which stick models were created. i Control Building j The Control Building model is comprised of three components (each modeled with separate vertical beam elements): the concrete building portion (first stick), and two steel emergency condensate storage tanks located at the foundation level (second and thini sticks). 1 Slab cenLold elevations were used to define the slab locations vertically. The foundation slab is i typically 8' thick and extends down to elevation 869'-6" over most of the slab. Its centroid elevation is taken as 873'-6". Four additional slabs are used in modeling the rest of the concrete portion of the stmeture whose centroidal elevations are included in the following table: i SLAB # TOP OFSLAB CENTROID j (typical) (typical) 1 877'-6" 873'-6" 2 903'-6" 903'-2" 3 918'-0" 917'-3" 4 932'-6" 931'-4" 5 949'-1.5" 948'-1.5" v All significant walls (those greater than l'-0" thick) were considered significant as determined from structural drawings. The following material properties were used: CONCRETE VARIABLE LOCATION PROPERTY Young's Slab 1 to 2 519,000 ksf Modulus E Slab 2 to 5 450,000 ksf Shear Slab 1 to 2 216,250 ksf Modulus G Slab 2 to 5 187,500 ksf Poisson's Ratio AllConcrete 0.20 7

STEEL VARIABLE LOCATION PROPERTY Young's Tanks 4,180,000 ksf Modulus E Shear Tanks 1,607,700 ksf Modulus G Poisson's Ratio Tanks 0.30 The material damping ratios used for the Control Building model are as follows: SeismicInput OBE Level SSE Level RLE Level, Building (Conc.) 4% 7% 7% Tanks (Steel) 4% 7% 7% The center of mass locations at which response spectra were calculated are as follows: A) Building slab elevations 869'-6" (bottom of foundation response will be very close to top of foundation response - therefore response at this elevation can be used for 877'-6"), 903'-6",918'-0",932'-6", and 949'-1.5" (foundation reference point and nodes 3,6,9, & 12 respectively). B) Emergency Condensate Storage Tank locations at elevation 877'-6" (nodes 16 & 17). The final fixed-based frequencies and mass participation of the EQE Control Building structural model are listed in Table 2. See EQE calculation 50130-C-002 for additional information. Ractor Building The Reactor Building is comprised of the following components (modeled with vertical beam elements): the concrete building and steel superstructure (first stick), the drywell (second stick), the reactor pedestal and sacrificial shield wall (third stick), and the reactor vessel / internals (fourth stick). This model has been updated by EQE Engineering from the seismic structural model produced for General Electric in 1968 [7]. The Reactor Building is primarily a concrete structure with a braced steel tmss superstructure housing a large refueling crane. The building is embedded with the bottom of its foundation at El. 849'-9". Slab centroid elevations were used to define the slab locations vertically. Since the foundation is typically 10' thick, its centroid elevation is taken as 854'-9". Six additional slabs are used in modeling the rest of the concrete portion of the structure whose centroidal elevations are:

SLAB # TOP OFSLAB CENTROID i (typical) (typical)- 1 859'-9" 854'-9" t 2 881'-9" 881'-3" 3 903'-6" 902'-6" 4 931'-6" 931'-0" 5 958'-3" 957'-9" 6 976'0" 975'-6" 7 1001'-0" 1000'-3" i i All significant walls (those greater than l'-0" thick) were considered significant as determined from e structural drawings. The following material properties were used: CONCRETE VARIABLE LOCATION PROPERTY Young's Slab 3 to 7 455,600 ksf Modulus E Slab 1 to 3 (Ext. walls) 525,000 ksf Slab 1 to El.885.26' (Portion below drywell i 372,000 ksf Shear Slab 3 to 7 194,285 ksf 1 Modulus G Slab 1 to 3 (Ext. walls) 224,175 ksf Slab 1 to El.885.26' (Portion below drywell i 158,974 ksf Poisson's Ratio AllConcrete 0.17 STEEL VARIABLE LOCATION PROPERTY Young's AllSteel 4,310,000 ksf Modulus E Shear AllSteel 1,657,700 ksf Modulus G Poisson's Ratio AllSteel 0.30 The steel superstructure is composed of 20 wide flange columns arranged aromgl the rectangular perimeter of the roof area. All four exterior walls are braced with diz. gonal pin-commected (bolted) wide flanges. Lateral stiffnesses were calculated for both horizontal directions using the structural analysis ~

t i program SUPERSAP. From these equivalent shear areas were calculated for the single beam element representing the superstructure stiffness. The equivalent axial area was taken as the sum of the steel column axial areas. For bending it was assumed that the roof acted as a rigid diaphragm and therefore 4' the moment of inertia was calculated based on (axial area of columns) x (moment arm to the columns). The torsional moment of inertia was assumed to be the sunwf both bending moments of inertia. i f The drywell is primarily a welded steel structure within the Reactor Building which surrounds the i entire reactor vessel and shield wall. It is located between elevations 885' and 977' approximately and j centered on the middle of the reactor in plan. It is supported at its base via a steel skirt, the inside of which is filled with concrete. It is also connected to t te reactor building itself at elevation 962'. Both of j these supports are modeled as rigid connections using very stiff link beams. 4 The pedestal is a cylindrical concrete wall on top of which is supported the sacrificial shield wall which l is primarily a steel structure. At its base the pedestal is cast monolithically with the concrete at the curved bottom podion of the drywell. Therefore the bottom supp' ort connection is modeled rigidly. The upper portion of the shield wall, however,is supported by a ' star type truss located between the { perirwter of the drywell and the shield wallitself at elevation approximately 962'. The stiffness of this j truss is modeled using a beam with equivalent properties to proc uce this corresponding stiffness. The reactor vesselis supported off the top of the pedestal at elevation 914'-7" on its own steel support d i skirt. Once again, the connection of the bottom of the vessel to the top of the pedestalis modeled as a rigid connection. The top of the vessel, however, is supported laterally by an arrangement of snubbers whose equivalent stif' ness is modeled by beam elements. The material dampi.tg ratios used for the Reactor Building model are as follows: i SeismicInput OBE Level SSE Level RLE Level J Building 4% 7% 7% Superstructure 4% 7% 7% Drywell 2% 4% 4% Pedestal 4% 7% 7% l Shield Wall 2% 4%- 4% Reactor Vessel 2% 4% 4% j Reactor Piping 2% 3% 3% i j ) The center of mass locations at which response spectra were calculated are as follows: a A) Top of building slab elevations 859'-9",881'-9",903'-6",931'-6",958'-3",976'-0",1001'-0" j and 1047'-0" (nodes 2,7,10,13,16,19,22, & 24 respectively). 4 B) Drywell elevations 977.27',938.58', and 907.25' (nodes 51,54, & 56 respectively). 2 C) Sacrificial shield wall elevations 961.90',940.46', and 914.58' (nodes 61,64, & 68 j respectively). The final fixed-based frequencies and mass participation of the EQE revised Reactor Building structural model are listed in the Table 3. See EQE calculation 50130-C-007 for additional information. 1 r-r-y

l SSIResponse Analyses SSI response analyses were performed for the Cooper Control and Reactor buildings for each of the ground motions, structure models, and foundation modelsYvere(combined to

. response spectra. These were performed using the CLASSI program SSIN. The SSI analyses produced - acceleration time histories at the center of mass nodes for each floor slab elevation as well as the drywell and shield wall nodes described previously. Responses at the floor slab centers of mass were then transformed to the four extreme corner locations on that floor for enveloping purposes. Response spectra were then calculated at the following spectral damping ratios for all time hstories generated: 1 SSE 2%,3%,5%,7% and N-411(PVRC) OBE 1%,2% and 4% RLE 3%,5%,7% and 10% 1 For each floor, the response spectra for each direction were enveloped over all locations on that floor. The resulting eiwelope spectra were then further enveloped to incJ ude the best estimate, lower bound and upper bound soil cases. This resulted in the final spectra for the RLE seismic input. However, for the SSE and OBE levels, the latter enveloped spectra were then broadened by a uniform 15% over the - entire frequency range. EQE calculations 50130<-006 and 008 document the entire SSI analysis process l for the Control and Reactor Buildings respectively. l Discussion of Results and Conclusions 1 The results presented as attachments to this letter are acceleration response spectra for the Cooper i Control and Reactor buildings for various spectral damping values given three levels of seismic ' excitation. For the building slab locations, the spectra are enveloped over the entire floor slab for which j they are designated as well as for the three soll cases considered - best estimate, lower bound, and I upper bound. For the drywell and shield wall / pedestal, the spectra were only enveloped over the three soil cases. All spectra included in this transmittal have also been reformatted in digitized form on the diskettes provided. The filenames correspond to the spectra contained in them: Building Excitation Filename Control SSE cbsse.out (broadened) cbsseu.out (unbroadened) OBE cbobe.out (broadened) RLE chrle.out (unbroadened) Reactor SSE rbsse.out (broadened) rbsseu.out (unbroadened) OBE rbobe.out (broadened) RLE rbrle.out (unbroadened) T l

= -. Drywell SSE rbisse.out (broadened) and rbisseu.out (unbroadened) Shield Wall / OBE rhiobe.ouf (broadened) Pedestal RLE rgrie.out (unbroadened) Acceleration response spectra were also produced individually for unbroadened best estimate, lower bound, and upper bound soil cases as well as for the center of mass locations only. These spectra are located in EQ rs calculations 50130-C-006 and 008 but were not included in this transmittal for simplicity. Files pertaining to reformatting of Control and Reactor building resnonse spectra at floor slab locations are loacated in EQE calculatio 50130-C-009. Corresponding files Ior the Reactor building internal (drywell and shield wall / pedestal) response spectra are located in EQE calculation 501304-011. Note also that response spectra ?roduced at Control Building nodes 16 and 17 have not been explicitly included in this transmitta. but have been enveloped in the Control Building foundation i response spectra plots. Description of Attachments e j The resulting acceleration resynse spectra in plotted form are contained in attachments B thm J. The following table summarizes tb e variable analysis parameters: Att. Building Seismic Envelope of CM Envelopeof 3 Broadening Input + 4 Corners SoilCases Factor Spectral Damphig B Control RG 1.60 Yes Yes 15 % 2%,3%,5%,7% & N411(PVRC) (SSE) Ys Ya 0% S% & 5% s .M C Control RG 1.60 Yes Yes 15 % 1%,2% & 4% (OBE) l D Control CR-009E Yes Yes 0% 3%,5%,7% & 10% (RLE) E Reactor RG 1.60 Yes Yes 15 % 2%,3%,5%,7% & N411(PVRC) I (SSE) i Yes Yes 0% 3% & 5% 1 F Reactor RG 1.60 Yes Yes 15 % 1%,2% & 4% i (OBE) ) G Reactor CR-0098 Yes Yes 0% 3%,5%,7% & 10% i (RLE) H Reactor RG 1.60 No, CM only Yes 15 % 2%,3%,5%,7% & N411(PVRC) Internals (SSE) j No,CM only Yes 0% 3% & 5% l I Reactor RG 1.60 No,CM only Yes. 15 % 1%,2% & 4% l Internals (OBE) l J Reactor CR-0098 No, CM only Yes 0% 3%,5%,7% & 10% Internals (RLE) 1 } i

Table 1: Low Strain Soll Properties for Free-fleid Analyses Unit Shear ' Shear Wave P-Wave . Layer Elevation Weight Poisson Moaulus Velocity Velocity Thick (ft) (kcI) Ratio (ksf) (ft/s) (ft/s) (ft) { l 1 902.0-895.0 0.130 0390 1266 560 1319 7 t l 2 895.0-890.0 0.130 0390 1796 667 1571 5 1 3 890.0-885.0 0.130 0390 2235 744 1752 5 4 885.0-880.0 0.130 0390 2597 802 1889 5 i ~ l 5 880.0-875.0 0.130 0.489 2849 840 5800 5 6 875.0-870.0 0.130 0.489 3000 862 5800 5 l 7 870.0-865.0 0.130 0.488 3148 883 5805 5 l 8 865.0-860.0 0.130 0.488 3292 903 5800 5 9 860.0-855.0 0.130 0.487 3425 921 5800 5 10 855.0-850.0 0.130 0.486 3667 953 5800 5 11 850.0-845.0 0.130 0.485 3885 981 5800 5 A 12 845.0-840.0 0.130 0.485 3973 992 5800 5 13 840.0-835.0 0.130 0.485 4062 1003 5800 5 14 835.0-830.0 0.130 0.484 4143 1013 5800 5 15 830.0-822.0 0.130 0.484 4258 1027 5800 8 16 Below 822.0 0.130 0390 72923 4250 10000 Inf. l m.

Table 2: Frequencies and Mass Participation for the Control Building Model Moe Fisquency NS Translatt m EW Translatkm Ver. Translation Roestion AboutNS Rotation AboutEW Rotation AboutVar No. 0 11) 00 (Y) GD 000 0'Y) (Z2) 1 8.77 80.985 .011 .006- .009 89.137 1.790 2 10.75 .030 81.794 .180 83.428 .041 .396 3 12.81 1.530 .304 .000 .387 2.426 84.741 4 23.27 11.663 .125 3.546 .041 .302 .001 5 23.92 .506 4.512 51.542 1.666 .004 .003 6 26.96 .615 1.415 .000 .%6 .034 .000 7 26.96 .213 1.816 .000 .085 .012 .000 8 26.96 1.415 .615 .000 .029 .078 1.954 1 9 26.96 1.816 .213 .000 .010 .101 1.522 10 27.70 .027 6.632 29.347 3.053 .001 .010 11 33.27 .024 .048 .033 .755 2.775 4.640 12 34.93 .062 1.265 2.259 6.812 .916 .004 13 36.28 .247 .269 .000 .463 2.170 4.216 14 42.21 .666 .007 .002 .005 222 .012 15 49.24 .005 .758 .003 .024 .002 .032 16 51.79 .017 .025 .000 .002 .037 .160 17 SC 70 .146 .022 .000 .002 .004 .471 18 63.81 .001 .040 5.790 .307 .019 .000 19 64.60 .000 .106 .502 .051 .002 .002 20 72.93 .005 .001 .006 .001 .000 .043 Total % Mass 99.973 59.979 93.217 97.195 98.284 100.000 7

I 1 l Table 3: Frequencies and Mass Participation for the Reactor Building Model l Md NS Trandauan EWTrandauan Vw.Trandauan Rotsuan AbtNS h6on Aht EW huon AbtVu No. GM 00 m GD 000 OM C:D 1 4.89 62.368 0.222 0.002 0339 88.701 0.577 j 2 4.91 0.291 43.880 0.009 69.662 0.428 0.291 3 5.98 0.001 20.241 0.001 20.904 0.001 0311 4 7.10 3.781 0.000 0.000 0.000 1.438 0.078 5 8.13 0.000 0.023 0.005 0.472 0.001 0.134 l 6 8.15 0.064 0.000 0.001 0.003 0.421 0.062 7 11.19 0.677 0.019 0.013 0.019 0.047 72.835. 8 13.40 1.173 3.834 45.253 0.016 0.269 0.199 9 14.15 8.756 3.175 0.900 0.070 0.249 0.612 10 14.70 1.082 10.575 21.115 0.618 0.003 0.102 11 15.29 0.582 0.009 0.101 0.004 0.644 0.001 12 15.41 0.007 0.130 1.781 0.111 0.002 0.018 13 18.10 0.657 0.000 0.008 0.000 0.444 0.008 14 18.19 0.000 0.059 0.060 0.116 0.000 0.001 15 19.14 0.129 0.022 0.037 0.033 0.149 4.438 16 20.73 5.247 0398 1.448 0341 3.004 0.102 17 20.84 1.654 1.035 2.998 0.796 0.895 0.162 18 21.02 0.001 2382 0.163 1.621 0.000 0.073 4 l 19 2131 0.448 0.001 0.000 0.001 0386 0.022 l 20 21.40 0.014 1.233 0.163 1370 0.006 0.056 21 23.59 0.132 1.429 0.956 0.000 0.079 1.707 l 22 23.% 0.000 0309 0.152 0.123 0.002 2.226 i 23 25.38 1.045 1309 0.107 0.095 0.165 3.411 i 24 25.52 5.254 0.124 0.002 0.018 0.184 0.413 25 28.77 0.001 0.102 0.002 1370 0.000 0.007 26 29.17 1376 0.000 0.010 0.001 0.940 0.138 27 30.05 0.006 0 002 0.025 0.001 0.011 0.134 28 31.33 0.017 2.804 0.000 0.007 0.000 1.604 29 31.40 0.079 1389 0.006 0.003 0.040 0.736 30 31.64 0.006 1.457 0.032 0.001 0.037 0379 Total % Mass 94.848 %.161 75353 98.113 98.547 90.837 l 1 l

North-South Component (X) East-West Component (Y) 4.0 4.0 ,1[ t 3'0 8 / 3'0 NA 8 r XQ) b \\( j 2.0 3 2.0 8 I 8 s o o o p p [ 1.0 / 1.0 >^ J 2 / / / J 1 1 1 2 '6 10 10* 10 '6 10 10 10 Frequency (Hz) Frequency (Hz) Vertical Component (Z)

4.0 Legend

y Target Spectrum 3.0 f

Matching Spectrum j /r x.' c \\. Notes: j 2.0 PGA Scaled to 1.0g 8 St Spectral Damping i 4 Accelerations in g's 1.0 g F 'O 1 1 16 10 10 10 Frequer.cy (Hz) Figure 1: NPPD - Cooper Nuclear Station - SSE and OBE A-46 Analyses Freefield Motion: R.G. 1.60 Design _ Spectra =t

North-South Component (X) East-West Component (Y) .8 .8 gNhT% 'u h@bWk _ _)[ .g g e 8 a \\ 0 0 u u / P o / o y 4 l 2

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/ l A / / d / -{gi 1 1 2 '6 10" 10 10 10 10 10* 1 Frequency (Hz) Frequency (Hz) Vertical Component (Z) .5 Legend: [d' ;/ Target Spectrum i, .4 c Matching Spectrum .3 Notes: t 8 -y g PGA = 0.3g Horizontal / h .2 / St Spectral Damping ^ ^ / Accelerations in g's j

1 f

f d 1 1 2 '6 10" 10 10 Frequency (Hz) Figure 2: NPPD-Cooper Nuclear Station-NUREG/CR-0098 IPEEE Analysis Freefield Motion: CR-0098 Soil Spectra

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~- REFERENCES 1. Regulatory Guide 1.60," Design Response Spectra for Seismic Design of Nuclear Power Plants," Revision i, USNRC, December 1973. 2. Standard Review Plan, NUREG-0800 (Formerly NUREG-75/087), Rev. 2, USNRC Section 3.7.1, " Seismic System Parameters" l Section 3.7.2," Seismic System Analysis" 3. NUREG/CR-0098," Development of Criteria for Seismic Review of Selected Nuclear Power Plants", Newmark, N., M., Hall, W., J., USNRC, May 1978. 4. Seed et al," Moduli and Damping Factors for Dynamic Analysis of Cohesionless Soils," EERC Report No.UCB/EERC-84/14, September 1984. 5. "A Methodology for Assessment of Nuclear Power Plant Seismic Margin", EPRI NP-6041-SL, Rev.1, Section 4, August 1991. 6. Regulatory Guide 1.61, " Damping Values for Seismic Design of Nuclear Power Plants," USNRC, October 1973. l l 7. " Earthquake Analysis of the Reactor - Cooper Nuclear Generating Station", Eacth Sciences, Report No. 6164568-2114, May 10,1968. i

Attachment B ControlBuilding Analyses (SSE Level) Page Attachment Cover Sheet 1 1 \\ Over-olots of 2%355% & 7% Broadened Spectra (includjne corners) fn d.pi t.................................................. 1 n d O3.p i t................................................. 1 n d O6.p i t................................................. 1 n d O9.pi t................................................. 1 n d 12.p i t................................................. 1 Plots of N-411 (PVRC) Broadened Spectra (including corners) fndn. pit............................................'..... 1 n d O3 n.pi t................................................. 1 n d O6 n.p i t................................................. 1 n d O9 n.p i t................................................. 1 n d 12n.p i t................................................. 1 Over-plots of 3% & 5% Unbroadened Spectra (including corners) f n d.p i t.................................................. 1 w n d O3.p i t.................................................. I n d O6.p i t................................................. 1 n d O9.p i t................................................. 1 n d 12.p i t................................................. 1 Total Number of Pages including Cover Sheet.......................... 16

._.._..m =... i 5 B

e North-South Direction (X)

East-West Direction (Y) 1.2 1.0 g g f~ p h 1.0 t ff ,g / t wa b-i f-s 1 h I N h .8 j g <c, T k I f -e, 4 H ("" '4 (. '\\. o o fr ff ~ .4 4 / V n /g, f M (- H 9 L f ps, .2 j= 2 gf g / Y o -[g1 1 1 2 '6 10 10 10 { 1 2 10 10 10 Frequency (Hz) Frequency (Hz) Vertical Direction (Z) o i ,[ w Legend: .? ( R 2% Spectral Damping f-, 1.4 qi 1 3% Spectral Damping 1.2 l St Spectral Damping h 10 /r F1-q 7% Spectral Damping g e .8 a r Notes: ou U} o< .6 1 SSE Level o . / 15% Broadened Envelopes of 3

j Soil Cases (Entire Floor) g sF" s

Ac6elerations in g's 0 1 1 2 '16 10 10 10 o Frequency (Hz) E 3a 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis t Control Building, Foundation Elevation 877.50'

.__._.m - _ ~. _. _... _ i i 5 s

8 L

North-South Direction (X) East-West Direction (Y) g 1.2 x {, HM [ 1.0 ~ h 1.2 5 O I f ' i s 1 + 1. 0 ){- \\, l 8 m o Q a a em 8 6 h) f N g .6 y y g 4 _t n r Iy --l /r er ( o

4 n #

1 b i jg m h' Ef ' A i p@r-g y j p w

=U 2

Ypir ee o / o

[g1 1

1 2

6 10 10 10

} l 1 2 10 10 10 Frequency (Hz) Frequency (Hz) L o Vertical Direction (Z) .Iu { l Legend: 1.6 7 2% Spectral Damping I n 1.4 N ui i 3g spectral Damping g 1.2 5% Spectral Damping 8 7% Spectral Damping 1'0 5 l? N \\..Q J e .8 o g Notes: f0} Q o 6 1 SSE Level o" 4 / 15% Broadened Envelopes of 3 ~ j.F So11 c..es (Entire rioor) g ~ ed:# J - Achelerations in g's E s 1 1 2 s '6 10 10 10 Q Frequency (Hz) S' a E 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Control Building, Node 3, Elevation 903.50'

_e E se North-South Direction (X) East-West Direction (Y) .y 2.0 1.2 g j x H E 1 1.0 l r a l m h D h .8 f' b ( N f,-, I) tr u ( -y 4 fl \\ w d 4 4 w t 4r n k s u g ggw g 1 1 2 0 0 6 10 10 10 1g1 10" 10 10 1 o Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) { { Legend: 1.6 2% Spectral Damping 1.4 u 31 Spectral Damping h 1.2 St Spectral Damping h 1.0 % Pectral Damping g lI Nl \\--; Notes: r ) o 1 e 8 o 8 hh h m 6 1 SSE Level O !/'l 6 15% Broadened Envelopes of 3 .2 .7 Soil Cases (Entire Floor) g ~ rdD Accelerations in g's . O _/ o 1 2 .7 10' 10 10 10 s Frequency (Hz) 3 S N ct 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Control Building, Node 6, Elevation 918.00'

.4 5 se North-South Direction (X) East-West Direction (Y) 3.0 m b 2.5 1.2 g (-; m a r, g 1.0 g g k [ I 8 8

1.5 r

/,J g 8 Cr--T 8 J/f l a < 1.0 4 c :// i o p k( s g w .2 yl ~ } o s 6 10 10 10* '6 10 10 10* h 1 1 1 1 Frequency (Hz) Frequency (Hz) o Vertical Direction-- (Z) 2.0 h-Legend: w 2% Spectral Damping e g 3% Spectral Damping h 1.5 3 i 5% Spectral Damping } m { F't,k 7% Spectral Damping g / \\_.\\( I Notes: O i o I N M \\ 1 SSE Level k .5 T 15% Broadened Envelopes of 3 3pr Soil Cases (Entire Floor) o d . 0 -[ s ad Acc'elerations in g's o 1 2 .i 10 10 10 10 eo Frequency (Hz) 3 S .=3 cv 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Control Building, Node 9, Elevation 932.50'

E sn North-South Direction (X) East-West Direction (Y) 3.0 g 4 1.4 [ h 2.5 () { g 1-e g r \\ f g j /f i [r-[I 8 j'" i ,04/ i(1 i: r;- c l o 6 o dr- ~' p a ]-::l C h '4 J/m e=L g;P 7a ~ .5 s-6 pp w .2 j 1 1 2 0 0 '6 10 10 10 16 10 10 10 g 1 1 2 Frequency (Hz) Frequency (Hz) D o Vertical Direction (Z) 2.0 ,y T-Legend: u 2% Spectral Damping 1.5 3% Spectral Damping h e y_, 9 \\ 5% Spectral Damping m { I t 7% Spectral Damping g k Notes: k M k 1 SSE Level .5 T 15% Broadened Envelopes of 3 jf ! ~: Soil Cases (Entire Floor) o ed Ac'celerations in g's s "16' 10 10 10 1 2 o Frequency (Hz) a 50130-C-009: NpPD - Cooper Nuclear Station - USI A-46 Design Analysis Control Building, Node 12, Elevation 949.13' .e i

d 5 .s 4 North-South Direction (X) East-West Direction (Y) .8 .8 y g E <- ~ g .6 y_- .6 r a p -2 2 5 2 ( 0 -L .4 .4 I o U- / 4 f K 4 o Q t o .2 E .2 / J j / U W / t's / / o -[g1 1 2 { 6 10 10 10 1 2 10 10 10 m Frequency (Hz) Frequency (Ez) o Vertical Direction (Z) ? 1.2 W Notes: .? F ( = 1.0 N-411 Spectral Damping h 1 SSE Level 3 .8 15% Broadened Envelopes of 3 f Soil Cases (Entire Floor) g .6 Accelerations in g's o 8 E ( ~- .2 / o / .9 ~0 1 1 ^ 16 10 10 10 I*3 s Frequency (Hz)

s

o N

50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Control' Building, Foundation Elevation 877.50'

E Be North-South Direction (X) East-West Direction (Y) 1.0 .8 g 2: N c r T l s .8 y-m 8 8 ~ / g 0 .6 g a n k,

4 1

t 2 { \\ q y" y r n f ? a I / 2 .2 f n / 5 o -{gi 1 1 2 6 10 10 10 { 1 2 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? 4 I ( Notes: 1.0 / w N-411 Spectral Damping h 1 SSE Level .8 15% Broadened Env. slopes of 3 { Soil Cases (Entire 5'loor) Q S .6 Accelerations in g's 8 o E o .2 / s } o / .e J 1 1 2 E 6 10 10 10 4 Frequency (Hz) o. 8 ? 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis ct - t Control Building, Node 3, Elevation 903.50' t

.A E B .a North-South Direction (X) 1.2 East-West Direction (Y) 1.0 g q E 1.0 { s M .8 8 8 I o Y J Y gi m 6 E n .6 } O .4 L 0 4 r i / n I N [ o /

2 t

.2 / H f j / / y / o 1 '6 10 10 ' 10 -{gt 1 2 o 1 2 g 10 10 10 Frequency (Hz) Frequency (Hz) D Vertical Direction (Z) o 1.2 pl.., Notes: w S 1.0 w N-411 Spectral Damping i y 1 SSE Level h .8 f 15% Broadened Envelopes of 3 0 .6 Soil Cases (Entire Floor) 0 Accelerations in g's \\ o M .4 f T E u o .2 / 4 a f f o ~O ? 1 16 10 10 10 N 1 2 Frequency (Hz) E. E ? E 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis ct Control Building, Node 6, Elevation 918.00'

i L E @n North-South Direction (X) East-West Direction (Y) 1.0 g g m u 1.2 ^ [9 C 8 ) E g 1.0 g g Y Y 5 8 I

6 E

5 / ) l } \\ I ~ ~ o 6 n t 'o L 0 [ o 4 .4 ( h / A .2 / .2 ~ p / g g / / o -{gi 1 2 6 10 10 10 h 1 10 10 10 i Frequency (Hz) Frequency (Hz) Vertical Direction (Z) o* 1.2 f ( W l Notes: ? 1.0 7 N-411 Spectral Damping 7 h e 1 SSE Level 3 .8 15% Broadened Envelopes of 3 f Soil Cases (Entire Floor) g j .6 0 g Accelerations in g's o l E o ~4 e f C R. .2 / A 5 o ? ~O 1 2 ^ 16 10 10 10 a" Frequency (Hz) m S E b5 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Control Building, Node 9, Elevation 932.50'

n W. l l l 5 sa North-South Direction (X) l East-West Direction (Y) 1 1.0 gx 1.4 [ f' t N C f .8 1.2 [_ g l 1.0 ) { .6 E u u l* J 3 \\ b ~ 8 .6 O

4

~, I / Q g r ~ 1 I o r / ~-

2 2

H .2 / 7 t* / .0 / .0 / 1 e 1 2 1 0 1 2 S* o 10 10 10 10 10 10 10 10 d Frequency (Hz) Frequency (Hz) Vertical Direction (Z) o 1.2 .? f L_ Notes: u l 1.0 w N-411 Spectral Damping ~ 7 e 1 SSE Level h ( 3 .8 f ) 15% Broadened Envelopes of 3 8 T e 1 Soil Cases (Entire Floor) j .6 g l g Accelerations in g's o ) .4 o s .2 T d", o* ^O 1 10 10 10 10 Frequency (Hz) 2 S I E I ? 'o 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis X Control Building, Node 12, Elevation 949.13'

E a >e North-South Direction (X) East-West Direction (Y) 1.0 .8 { kL E u t e e a ] N\\n i g

g l

q3 g, f m \\ 1 y 2 p q q

y l

+ ] g u ~4 o 2

/

\\ l 8 t p l )? 2 fy p f l 8 n t< ' / ) -[g1 o 1 1 2 6 10 10 10 g 1 2 10 10 10 Frequency (Hz) Frequency (Hz) y u Vertical Direction (Z) o* __w Legend: Cl 1.4 u 3% Spectral Damping 1.2 5% Spectral Damping h c W i Notes: 8 \\ 1.0 .8 j g 1 SSE Level h o M Unbroadened Envelopes of 3 R .4 Soil Cases (Entire Floor) k ga Accelerations in g's / g '~- 2 pp" 9" ^0 1 1 2 0 10 10 10 10 Frequency (Hz) sn 7 ct 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Control Building, Foundation Elevation 877.50'

E B

a North-South Direction (X)

East-West Direction (Y) 1.2 1.0 gg I f 1.0 [Ifl .8 [( 8 //1) d .8 8 } i$ j J']< - u g 7 , j. g e-f' .6 R .l ~ ] \\s v o n .r s t m .4 4 O / A .2 f 2 '^- p ^ p o / J o -[g1 1 1 2 6 10 10 10 { 1 2 10 10 10 Frequency (Hz) Frequency (Rz) Vertical Direction (Z) o* to Legend: O ~ 3% Spectral Damping 1.2 5% Spectral Damping h c a g 1.0 g Notes: a y 7g i 1 SSE Level .8 8 M Unbroadened Envelopes of 3 R ^ Soil Cases (Entire Floor) k .4 ra g Accelerations in g's I f .2 F fg p g. 1 1 2 ~6 10 10 10 .7*w Frequency (Hz) E. 0 6 c"t 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Control Building, Node 3, Elevation 903.50'-

a. E an North-South Direction (X) East-West Direction (Y) 1.0 g l z 1 L { E 1.2 m r 3 m g 1.0 g ') I f / g t r .4 g s -}f f ( g .6 a ,4 w a 8 p// L i m x .4 n v f <,'f m-- .2 ? y ~ p .2 7 g / J o 1 1 1 l " 6 10 10 10* '6 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) ,u Legend: ? 1.4 u l 0 3% Spectral Damping , 1.2 5% Spectral Damping 7

- g 0

n I N O g 1.0 Notes: y .8 f,' N 1 SSE Level 8 M ~ Unbroadened Envelopes of 3 R Soil Cases (Entire Floor) .4 ra x4 f Accelerations in g's .2 f fp a" p -g ~!6 1 10" 10 10 7 1 2 w Frequency (Hz) a a 6 c"t 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Control Building, Node 6, Elevation 918.00'

E @4 North-South Direction (X) East-West Direction (Y) g 1.2 g 1.6 f ) 5 1.0 1.4 U a .8 i h C5 1.2 w l s ya .f. l l i, w i U 0 1.0 J 0 p p } v 3 I g i A ( fi h pf 0 f f .6 4 .4 a N 'f .2 r y i p .2 pr g c / / o -[g1 1 1 2 ' 6 10 10 10 { 1 2 10 10 10 Frequency (Hz) Frequency (Hz) h o Vertical Direction (Z) Legend: 3% Spectral Damping 1.2 St Spectral Damping h c Ou 1.0 ti /\\ O oy i Notes: g h 1 SSE Level .8 8 E A Unbroadened Envelopes of 3 R Soil Cases (Entire Fltor) .4 m Accelerations in g's 2 ~ "2 pV Q f o 1 1 2 " 6 10 10 10 .7

w Frequency (Hz) 5.

o r"t 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis i

Control Building, Node 9, Elevation 932.50'

E E .a North-South Direction (X) East-West Direction (Y) 2.0 1.2 { i E 1.0 M i 1'5 V i 5 I l p gf 5 a g ] ( f 1 [ \\5 1,0 I e ~6 I) ) 5 I /( '{ k U O A O '} n ~5 f m. ll gy m V'9 .2 ~ y p r y / 0 / o -{gi 1 1 2 '6 10 10 10 1 10 10 10* i Frequency (Hz) Frequency ~ (Hz) o Vertical Direction (Z) 7,w Legend: .? 1.4 3% Spectral Damping 1.2 5% Spectral Damping M c 3 ,/ Li g 1.0 c Notes: j: y .8 // 1 SSE Level 8 Unbroadened Envelopes of 3 R M Soil Cases (Entire Floor) k k Accelerations in g's E .4 y -/ .2 r g / ,t l S i 1 'd 10 10 10 h l Frequency (Hz) O w 1 3 et 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Control Building, Node 12, Elevation 949.13'

l l Attachment C Control Building Analyses (OBE Level) Page Attaclunent CoverSheet 1 Over-plots of 1%2% & 4% Uroadened Spectra (including corners) i fnd.p i t............................ n d O3.pi t.................................................. 1 l ndO6.pi t................................................. 1 n d O9.p i t................................................. I n d 12.p i t................................................ 1 ................... 1 Total Number of Pages including Cover Sheet........................... 6 \\ t l t i I b

i E5 8e North-South Direa. tion (X) .8 East-West Direction (Y) 7, .8 g g g i m i J 1 C r-, '6 C c

6 r~7 c

I 0 }} ) E o 1 J L-- s. 5 F n ' ,h ,~- r o f" N l J l ( ~ O f) 1 '2 e m nY ~2 \\ g ~ W ( p X e -5 ~_ y ~_ CQ / pY m O / "6 10 10 10 -[g1 1 2 o 1 2 g 10 10 10 Frequency (Hz) Frequency (Hz) h Vertical Direction (Z) o 1.2 e l. Legend: Q } L l 1.0 't 1% Spectral Damping j f 2% Spectral Damping rg c 5, y,-' 4% Spectral Damping 7 Notes: a M-#^' fa 1 OBE Level o i / 15% Broadened Envelopes of 3 Soil Cases (Entire Floor) E U } .2 g i A_ Accelerations in g's j-p 8 _j '[g1 1 2 ca 10 10 10 ~ m Frequency (Hz) to E E r-50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Control Building, Foundation Elevation 877.50'

E 3 North-South Direction (X) e 1.2 East-West Direction (Y) i .J. 1.0 g r 1.0 {J g i t9 5 .8 8 I [ U 8 E Y 2 N E i .6 i u E s8 g Jh ,1 8 4

a e

ff

h M'

h ~ f i t--T n p -h .2 2 g = g "fg# 99 l 1 2 0 10 10 10 1g1 0 1 2 10 10 10 Frequency (Hz) o Frequency (Hz)

8 Vertical Direction (Z) 1.2 o

Legend: U 1.0 } 1% Spectral Damping .8 2% Spectral Damping 7 h )[ ii' ~_._ 4% S ectral Damping P w j ^- ( 0 .6 r r Notes: g M .4 1 OBE Level o 15% Broadened Envelopes of 3 { i o .2 -i Soil Cases (Entire Floor) ,py s. Accelerations in g's dE; ' . 0 _[j g o 1 2 g 10 10 10 10 t Frequency (Hz) L e E. 8 o 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis 5 Control Building, Node 3, Elevation 903.50'

d E '"r >5 North-South Direction (X) East-West Direction (Y) 1.0 g g g 1.4 h r; .8 r 1.2 U 1.0 Y J Jrd '6 [ y-i 5 'g r r T f-I } \\, 2 ] 1 4 ) ~ 8 .6 4 / I O '4 '~ / \\ t 4 n 'r L .4 Y'J' N I o J J W O '2 H JW %L .2 ~' c @ge: f r s 49 a / + 1 1 2 '6 10 10 10 -{gi o 5 1 10 10 10 Frequency (Hz) Frequency (Hz) D Vertical Direction (Z) o 1.2 ? p Legend: L ]' 1% Spectral Damping 1.0 u" f e 2% Spectral Damping h .8 4% Spectral Damping i$ i "' i y f I n g \\ .6 8 Notes: O i o a 1 OBE Level O .4 ( 'j 15% Broadened Envelopes of 3 k .)[ Soil Cases (Entire Floor) I .2 ,'p x-Accelerations in g's jd5; o? '0 '1 .N. 16 10 10 10 1 2 Frequency (Hz) E 5 a 4 c"r 50130-C-009: NPPD - Cooper Nuclear Station.- USI A-46 Design Analysis .i Control Building, Node 6, Elevation 918.00'

.. -... ~.. ~. .~ 1 4 b s .a i North-South Direction (X) East-West Direction (Y) f 2.0 1.2 yz T-N e 1.0 M 1.5 5 Of' l r-_ g 0 E-, g i e I e 3 1.0 g(- l u u i 3 .6 q m t y g I g g 8 m o A ) o e n t .4 j i .5 ] i A 5 I p v., 2 y n U-- p m + o i "ss: pr j / o -{gi 1 1 2 "6 10 10 10 10 10 10' f 1 a Frequency (Hz) Frequency (Rz) o Vertical Direction (Z) I 1.2 W l -1 Legend: 9 L 1.0 k~' u u 1% Spectral Damping h l 2% Spectral Damping f O .8 4% Spectral Damping g

3__,

( f I \\ Notes: O .6 m \\ 1 OBE Level R t 8 o o 9 t .4 e j 15% Broadened Envelopes of 3 o Soil Cases (Entire Floor) I .2 y g50'_ s-Accelerations in g's o E l ~O' _U 1 2 16 10 10 10 Frequency (Hz) q

s S

.;c i et 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Control Building, Node 9, Elevation 932.50' j

4x 5 Bs North-South Direction (X) East-West Direction (Y) 3.0 1.2 g g 's 2.5 1.0 7-M p-t_ cn C [~ g2.0 g .8 j g 7 i 1 e m T { g S 1.5 .6 i Jf-k .I. ) ( T 8 ]r y k 8 J r '--I r < 1.0 .4 o r 1 o I f, Y'L w H s ,~- g e-p x,-- pp y = \\ / o w 1 1 1 1 2 " 6 10 10 10 '6 10 10 10 } Frequeccy (Hz) Frequency (Hz) o Vertical Direction (Z) 1.2 O ~ (- r-Legend: W 1.0 1% Spectral Damping h 21 Spectral Damping I .8 W-

41. Spectral Damping 9

s._, N f I N m Notes: O .6 o 8 / 1 OBE Level R o J, - T e .4 j 15% Broadened EnW (opes of 3 o j_)[ Soil Cases (Entire Floor) .2 sd5;_, Accelerations in c*s o .9 e s j w '6 10 10 10 1 1 2 e Frequency (Hz) O ?. et 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis -i Control Building, Node 12, Elevation 949.13'

Attachment D Control Building IPEEE Analyses (RLE LeveD N Page Attachment Cover Sheet 1 Over-plots of 3ESE7% & 10% Unbroadened Spectra (including corners) fnd. pit..................... n d O3.pi t.................................................. 1 ndO6. pit................... .............................I n d O9.pI t................................................. 1 nd12.pi t................................................. I 1 Total Number of Pages including Cover Sheet........................... 6 F l i 1 Y

h.

E s .i North-South Direction (X) East-West Direction (Y) 1.0 .8 g . gg g \\ N .8 ] l y f j 8 I ~6 )O' si 8 j i Y o ( 0 Dil N YM,) .0 Ng ,k n f y t p .4 --y p. d o hh We 0 r yn y 0 y \\l) N 'o N^ jf V N W 8 9 ' f fyi hI .2 / E p e o -[g1 1 1 2 '6 10 10 10 { 1 2 10 10 10 Frequency (Hz) Frequency (Ez) o Vertical Direction (Z) [w Legend: 1.2 3% Spectral Damping (. 5% Spectral Damping h f 1.0 f I L 7% Spectral Damping O l i .8 'pf 10% Spectral Damping I 't A 6 Notes: O 1 RLE Level 7 Envelopes of 3 Soil cases qQ ,2 h (Entire Floor) o . 0 -[,4 Ac$elerations in g's s' o 1 2 .,T 10 10 10 10 a Frequency (Hz) ? 7 re 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) -t Control Building, Foundation Elevation 877.50'

E s.s North-South Direction (X) East-West Direction (Y) 1.2 .8 g g m C f / I R .8 s'\\ll1h a t u w y b y . 1 b .r g 4 f !ffh { g h 4 .2 .2 t o -[g1 1 1 2 '6 10 10 10 { 1 2 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) 7 u Legend: 1.4 3% Spectral Damping 1.2 5% Spectral Damping h { ^ j[ 7% Spectral Damping O 10% Spectral Damping Notes: O I M M ~ 1 RLE Level .4 g Envelopes of 3 Soil Cases I '2 -J (Entire Floor) o d Ac*elerations in g's j c . 0 -7 o 1 2 10 10 10 10 .Tg Frequency (Hz) S ? et 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Control Building, Node 3, Elevation 903.50'

m-. 5 E se North-South Direction (X) East-West Direction (Y) 1.2 1.0 E ( 1.0 ' )' n b j f I .8 y .8 $ l b j .6 -/fJ se e s 5 j A M i y 0 0

4 1

" "'^ v w n o 4 \\j) d' d' N } )(.& f I .2 f pF g } 9 s J o -[g1 1 2 6 10 10 10 } 1 2 10 10 10 Frequency (Hz) Frequency (Hz) Vertical Direction (Z) .O. Legend: o 1.4 f' 3% Spectral Damping H 1.2 g 5% Spectral Damping { U 1.0 p 7% Spectral Damping Q h I h .8 { l g [ 10% Spectral Damping N g o $6 R hI O 1 RLE Level Envelopes of 3 Soil Cases h M Q_ (Entire Floor) o .2 M Acbelerations in g's ,o g* 1 2 10 10 10 10 ,9 Frequency (Hz) a a 6 5 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) i Control Building, Node 6, Elevation 918.00'

e. E @e North-South Direction (X) East-West Direction (Y) y 1.0 g I \\ N 1.2 ) j, J. g 1.0 8 I "If Y I E

6

.'W / l m 8 n, I '~ up "i% i u i' g q i

A llJ Q

/ g5F 5; '2 &Y-h r s o -{gi 1 1 2 " 6 10 10 10 y 1 2 10 10 10 Frequency (Hz) Frequency (Hz) h o Vertical Direction (Z)

g Legend:

.? 3 1.4 3% Spectral Damping 1.2 l '( 5% Spectral Damping h S ',f c 3;t 4 7% Spectral Damping h {~ 10% Spectral Damping y / Notes: n M 4 k 1 RLE Level .4 Y 'wq Envelopes of 3 Soil Cases I .2 (Entire Floor) g dM ~ j Accelerations in g's . 0 -7 o 1 2 .T 10 10 10 10 m Frequency (Hz) p ? et 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Control Building, Node 9, Elevation 932.50'

d e E B.s North-South Direction (X) East-West Direction (Y) g I N 1.4 I Yi 1.2 C i ? 1.2 c C 1.0 I 1.0 l J [ h C l \\ l g M na M i g .6 e g vge!h ( f k 4 4 w 1l '4 p w_ p'r w .2 b E 2 -r 5F p f o . 0 _ f'~ . 0 -[ o 1 2 o 1 2 10 10 10 10 10 10 10 10 a r Frequency (Hz) Frequency (Hz) y o Vertical Direction (Z) I u Legend: .? 1.4 u 3% Spectral Damping h 1.2 e j 5% Spectral Damping F [ S m I 7% Spectral Damping O { 10% Spectral Damping k Notes: M ~ ' N ] k 1 RLE Level .4 ngY 'Mq Envelopes of 3 Soil Cases 2 '2 g (Entire Floor) dF g e Accelerations in g's y .0. 7 o 1 2 10 10 10 10 .? m Frequency (Hz) O ."? ct 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Control Building, Node 12, Elevation 949.13'

Attachment E Reactor Building Analyses (SSE LeveD N Page Attachment CoverSheet 1 Over-plots of 2%3ES% & 7% Broadened Spedia (including corners) ndO2. pit................ n d O7.pi t.................................................. I n d 10.pi t................................................. 1 nd 13.p i t.................................................. I nd16.pi t............... ..................................I n d 19.p i t................................................ 1 nd22. pit................................................ 1 l n d2 4.p i t................................................ 1 1 Plots of N-411 (PVRC) Broadened Spectia (including corners) ndO2.pi t................. n d O7.pi t................................................ 1 n d 10.pi t............... ............................... 1 n d 13.pi t................................................. I n d 16.p i t.,.............................................. 1 nd 19.pi t................ 1 n d 22.p i t................................................. 1 n d2 4.p i t................................................ 1 ................................ 1 Over-plots of 3% & 5% Unbroadened Spectra (including corners) ndO2. pit................ n d O7.p i t................................................ 1 n d 10.p i t................................................. 1 n d 13. pi t................................................. 1 n d 16.p i t................................................ 1 nd19.pi t................................................ 1 n d 22.p i t................................................ 1 n d2 4.p i t................................................ 1 1 Total Nurnber of Pages including Cover Sheet.......................... 25 I

a l 5 se North-South Direction (X) East-West Direction (Y)- g .8 1.O g U ( [~) .8 f g // 6 J 8 / -(t -) g gi (,1 I q t y ry 0 f7,j t f L Y 0 k l __\\ f n w }# k/~ ( k [b [ r / d s< n a w-- o 8 m:; n ts-si \\ o DJ h lh9 1 i5 .2 S d#-' '2 f gV E I J J ]gi { 1 2 1 2 '6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o* Vertical Direction (Z) W 1~2 Legend: .? 2% Spectral Damping 1.0 j _)L 3% Spectral Damping I j y ~ 5% Speetral Damping O .8 u -l 7% Spectral Damping Y Notes: O .4 1 SSE Level 15% Broadened Envelopes of 3 i .2 Soil Cases (Entire Floor) y d y Accelerations in g's g 1 1 2 '16 10 10 10 Frequency (Hz) y S ."3 re 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Foundation Node 2, Elevation 859.75'

~_. .4 E s s North-South Direction (X) East-West Direction (Y) g 1.0 1.0

c Y

e t m g g ( ( m r-m 8 \\ g 8 r ) \\t t / U g .6 .6 r q j g e r \\ -j e J L i r 7, Y P FM i-U I b T 3 g .4 y .4 (- p.^~ 7,- .C 4 n I,- ,--W o r \\ ( y 4 g 2= '2 2 M n' \\ gP y 'p o ]gi { 1 2 1 2 6 10 10 10 10 10 10 a Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) { -3_ Legend: .? 10 2% Spectral Damping \\ 3% Spectral Damping F .8 I -(_ ( 5% Spectral Damping h i -l_ 7% Spectral Damping Q I I S k Notes: u ( w M .4 1 SSE Level g q l' 15% Broadened Envelopes of 3 I .2 45 Soil Cases (Entire Floor) y Acceflerations in g's

E "f6 1

1 2 10 10 10 Frequency (Hz)

s S

N ct 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 7, Elevation 881.75' t

i 5 ae North-South Direction (X) East-West Direction (Y) g 1.0 1.0 g O 3 I-; .8 .8 c c l~ a, A s,

p. 4 y

e- /p'u e-c- /,f 4 iR i / i ( r g .4 n g .4 /r y p -,q n {--, L ~ 3-) 4 ~ y I, o 4 g C,.- 49 g q GJ f d,7 ~/ '-~ 2 H 2 49 e h E o -{gi g 1 1 2 1 2 10 10 10 0 10 10 10 a Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? Legend: .? w" 1.2 _f-- 2% Spectral Damping l 3% Spectral Damping 1 M l-- r-s c '0 S I ~j 5% Spectral Damping O t f .8 3_. 7% Spectral Damping ? 'b r-o 8 .6 /' Notes: g M 1 SSE Level ,j j Q 15% Broadened Envelopes of 3 I A N .2 _C Soil Cases (Entire Floor) g2+ j# Accelerations in g's 1 1 2 ~10 10 10 10 Frequency (Hz) 3 0 I cr 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 10, Elevation 903.50'

E ?e North-South Direction (X) East-West Direction (Y) g 1.2 z m 1.2 f J 1.0 [ I FL g /,,,- g m 'g --.k' g 1.0 1 .8 t //, ,j r-n n i f Y lG. Y 1' s/f 1'g W % a _(_ k 4 4 q p o 4 n /r er 7 ] M ( [h 9 .2 5 t* 2= g,- g$ g .2 w / o -{gi { 1 2 1 2 '6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o* Vertical Direction (Z) Legend: 1.4 [ 2% Spectral Damping y 1 3% Spectral Damping F h .2 5% Spectral Damping O j u 1.0 H

I-st-

\\ 7% Spectral Damping Q g k ,] 3 Notes: 'D M 1 SSE Level r g 15% Broadened Envelopes of 3 I .4 J S 11 Cases (Entire Floor) y '2 d Accelerations in g's s di e 1 1 2 6 10 10 10 Frequency (Hz)

s O

W re 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 13, Elevation 931.50'

.... ~.. E aa North-South Direction (X) East-West Direction (Y)' g I i A q M 1.4 ) 1.4 5 l L J_y 1.2 1.2 j f" G b c e f )b d Y 1.0 U 1.0 T HL e H l g g ) i r jy 1 8 8 M 1 l y W-2 y ^~ y ^ M 2 9r o per 9 / J o -{gi g 1 1 2 1 2 '6 10 10 10 10 10 10 a Frequency (Hz) Frequency (Hz) O Vertical Direction (Z) 3 f Legend: 7 g 1.6 l 2% Spectral Damping L_. l ) L 3% Spectral Damping y 1.4 = J g / n 3 1.2 5% Spectral Damping co ~ ,r~p ,d, u 1.0 7% Spectral Damping c e f -J't-u }' Notes: c j ,5 . j-- h R i o p o M .6 L' 1 SSE Level ( w 15% Broadened Envelopes of 3 I Soil Cases (Entire Floor) y rdF j Accelerations in g's 3 e 1 1 2 ' 6 10 10 10 Frequency (Hz) 3 O l re 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 16, Elevation 958.25' l l

1 .) E Pe North-South Direction (X) East-West Direction (Y) g N E 1.6 1.6 ~' r i 1 1.4 1.4 -~ m f L,i f'/ c (-' N c 1.2 S 1.2 1 N .A-. N ) k 3-ygw 3-gg-q 1 '.6 /// [/10 Q l 4 .6 u 9 o 4 jac p, h "/[ y f r .4 .4 g 2 J g es .2 .2 o gw ,p, / J o w -[g1 1 2 1 1 2 " 6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .T w Legend: .? I' ~ ( 2% Spectral Damping _s_ 1.4 fj 3% Spectral Damping 7 y 1.2 j.-(" 5% Spectral Damping O w t, n ac T 7% Spectral Damping y y10 r ff-Tr r k j .8 ' [ Notes: M .6 9 1 SSE Level 15% Broadened Envelopes of 3 4 [ Soil Cases (Entire Floor) y ,_e d= s Accelerations in g's '0 1 1 2 16 10 10 10 Frequency (Hz)

3 0

? re 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 19, Elevation 976.00'

+ E aa North-South Direction (X) East-West Direction (Y) 3.0 2.0 { 3 P 2.5 l j 1.5 rdI 8 i g 8 y t g 2.0 ]i 2 1 0 ri l l '"~

1.5
1*0

' L'/ \\-y g 2

Id y

2 {} o u 4 G m m-- y '~ ff f- .5 g w gy ~ h 0 o

=

9 ,y s J t o -[g1 g 1 1 2 1 2 6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .T ] Legend: .? 1.6 2% Spectral Damping 1.4 j~ 3% Spectral Damping M j f__[ 5% Spectral Damping h 1.2 1 7% Spectral Damping u 1.0 .t g e ry.-'ff-K f-e 8 g o Notes: m h u4 6 1 SSE Level H gg ~_ 15% Broadened Envelopes of 3 .4

,f:7 Soil Cases (Entire Floor) y Accelerations in g's j

J w 1 1 2 6 10 10 10 Frequency (Hz) 3 O E a 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 22, Elevation 1001.00' -t

a. E ae North-South Direction (X) East-West Direction (Y) 10.0 E 6.0 r_) D h 5.0 8.0 [ h N 4.0

6.0 E

N 4 h k* If k r r 0 0 N ' a 4 2.0 - -r 4 / o I 2.0 I / E~ _,c g 1 2 1 2 ' 6 10 10 10 gi 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? I Legend: m. w y,. [ 2% Spectral Damping h J I S /._f-j 3% Spectral Damping 1.5 j e 5% Spectral Damping O { [] 7% Spectral Damping o 1.0 L. g / ___g o g l Notes: g w t M / 1 SSE Level n 15% Broadened Envelopes of 3 .5 ,[ Soil Cases (Entire Floor) N M Accelerations in g's s J w 1 1 2 6 10 10 10 Frequency (Hz) 3 0.' re 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 24, Elevation 1047.00'

E%e North-South Direction (X) East-West Direction (Y) .6 .6 z N I j .s .s I N. / E' .4 .4 y o 3 3 Y Y 0 / ( o M .2 j s j 8 E .2 J / 4 ~ 5 1 1 / ) o{ 1 2-1 2 6 10 10 10 g1 10 10 10 ^ Frequency (Hz) Frequency (Hz) o* Vertical Direction (Z)

1.0 Notes

.w" N-411 Spectral Damping v2 .8 1 SSE Level y e ) r 15% Broadened Envelopes of 3 O 3 -\\ e I a g Soil Cases (Entire Floor) 3 3 Accelerations in g's o. E 0 a '4 J V \\ s / 5 .l \\-. E o J / '0 1 2 1 16 10 10 10 Frequency (Hz) p S 6 5 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Foundation Node 2, Elevation 859.75'

.S E Ea North-South Direction (X) East-West Direction (Y) g .8 .6 g g m .5 y co m 8 8 l gi 4 0 / g J n a p .!~ N 4 3 '\\ a /-- \\ g e a - g o o /j ( ,y 3 .2 B .2 7 / 5 5 r' 1 m / / o -[g1 } 1 1 2 "6 10 10 10 1 2 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) T 1~0 W Notes: .w" N-411 Spectral Damping -i h L 1 SSE Level 7 ) j "( 15% Broadened Envelopes of 3 8 .6 N Soil Cases (Entire Floor) n 3 Accelerations in g's o 0 ~4 E / L h N N T .2 y A / N M 8 1 1 2 6 10 10 10 O Frequency (Hz)

s S

E

o N

50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 7, Elevation 881.75'

4. E s +i North-South Direction (X) East-West Direction (Y) g .8 .6 z T5 J l C

s m

\\ ? E E i 1 0 / ( a 4 h \\ h I 3 4 k ir 8 r p ~ r J / / [ f 4 .2 j q / Fil .2 / ,/ H .) g .1 g / l -[g1 { 1 1 2 1 2 '6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z)

1.0 Notes

ta -( N-411 Spectral Damping- .8 1 SSE Level f y t's S 15% Broadened Envelopes of 3 .6 soil Cases (Entire Floor) Accelerations in g's o 0 '4 E / 1 s_ e O ./ J o 0 '0 1 1 16 10 10 10

do Frequency (Hz)

s O

!?

o5 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis t

Reactor Building, Node 10, Elevation 903.50'

.x 5 s4 North-South Direction (X) East-West Direction (Y) g 1.0 .8

c N

q C .8 ~ f I .6 c c 0 0 Y .6 5 i s 4 0 '4 r- \\ 8 i / h' (_ .2 / r / / 15 .2 / / H f / N / / o -{gi 1 1 2 { '6 10 10 10 1 2 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? 1.0 _yf_c Notes: .?u" j N-411 Spectral Damping "8 / 1 SSE Level 7 M [ 15% Broadened Envelopes of 3 .6 Soil Cases (Entire Floor) Q Accelerations in g's o 0 E / '\\ ~4 s s_ g .2 f / 0 1 1 2 '16 10 10 10 o Frequency (Hz) 3 0

o"

<t 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis i Reactor Building, Node 13, Elevation 931.50'

J E 5 North-South Direction (X) East-West Direction (Y)' g 1.2 1.0 .m 4 P 1.0 r l ,g N 8 a 6 n n ( 5 5 )

6

\\ \\ q u o .4 N .4 N I 's 8 b / ll r y 1 l ~~

g m

.2 / f g f o / l' o -{gi g 1 1 2 1 2 6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) T [" Notes: .u" 1.0 N-411 Spectral Damping -[ 1 SSE Level 7 S .8 15% Broadened Envelopes of 3 { ( Soil Cases (Entire Floor) 3 .6 Accelerations in g's o 0 N

4 0

/ k_ ^ .2 j o a ~O 1 1 2 16 10 10 10 I o Frequency (Hz) b S E 6 5 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 16, Elevation 958.25'

1 5 @e North-South Directi,on (X) East-West Direction (Y)' g 1.2 1.2 2: 7 1.0 1.0 r m i, N t .g .8 y [ g 1 e e '6 '6 1 \\ 1 ) U i o 0 M .4 M .4 i O i /

1--

k r L .2 / .2 f g f / o / / o -[g1 { 1 1 2 1 2 6 10 10 10 10 10 10 a Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? Notes: .? ca 1.2 f r_ N-411 Spectral Damping M / 1 SSE Level S --/' I ~7 g 15% Broadened Envelopes of 3 j f .8 ) Soil Cases (Entire Floor) y j Accelerations in g's o r 8 .6 R M O' 4 N w- ) '2 -/ o / .? O 1 1 2 '16 10 10 10 o Frequency (Hz) 3 E

o 5

50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis 1 Reactor Building, Node 19, Elevation 976.00'

d

s E

I ae North-South Direction (X) East-West Direction (Y) g 1.2 'g [ m h 1.2 1.0 f ( f -l 3 l g / ) g g 1.0 / t f 7 .8 ( 2 f y .8 N \\ ? ~6

n g

.6 g A j m [ \\ / 1_ .4 8 .4 ) \\__ f 2 / .2 f f / o / / o -[g1 g j 1 2 1 1 2 '6 10 10 10 10 10 10 = Frequency (Hz) Frequency (Hz) o* Vertical Direction (Z) Notes: .? ta (--g [_ \\ N-411 Spectral Damping i 1.2 M I 1 SSE Level 7 y S ~ l 15% Broadened Envelopes of 3 8 f .8 I Soil Cases (Entire Floor) Accelerations in g's o 8 .6 R j q M / \\ O g .4 .2 o j s '0 1 1 2 16 10 10 10 Frequency (Hz)

s

!? 6 5 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 22, Elevation 1001.00'

i 5 sa North-South Direction (X) East-West Direction (Y)" E 4.9 5.0 { -\\ e I C j-, l 4.0 3' g 8 I 8 { g f 3.0 E ) E- \\ E \\ G o o 2.0 N N \\ Q l 1.0 \\ -- 1.0 p ] 9 .0-l' " . 0 -7 0 1 2 o 1 2 10 10 10 10 10 10 10 10 o a Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? u Notes: .? f-W 1.4 f-p-N N-411 Spectral Damping to 1.2 1 SSE Level e f 7 g S ( ( 15% Broadened Envelopes of 3 O f* Soil Cases (Entire Floor) ,al .8 Accelerations in g's o r .6 ) \\ .4 o .2 ,y s 8 1 1 2 '6 10 10 10 o Frequency '(Hz)

s O

6 5 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis .i Reactor Building, Node 24, Elevation 1047.00'

. - _ ~ - _ - A E .B a North-South Direction (X) East-West Direction (Y)' g .8 .8 g Du k S. g g g g li g 2 f n N B k e f / B e ) i ,1 1h N ff t A H '4 '4 f# Tf % g (( f% N g dj n ) e q - m_ fy p u r r l E M i o -{gt 10 10* 10* h 1 2 6 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) { 1.0 o Legend: 4 3% Spectral Dam,aing .8 p g k ch 5% Spectral Damping 7 g j Notes: 6 n y I o 1 SSE Level o g ,4 Unbroadened Envelopes of 3 M Soil Cases (Entire Floor) i O [ k_ Accelerations in g's I r i .2 l f . 0_f 1 o 1 2 T 10 10 10 10 N, ' Frequency (Hz) g O 4 i 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Foundation Node 2, Elevation 859.75'

t E ?e North-South Direction (X) East-West Direction (Y)' g .8 .8 3 E r 6 a6 r ( j y' a 4 4 e n y v ~ h (b/ ' N r I k k A ~ (,,c r-2 2 p g l / ) o -[g1 g' 1 1 2 1 2 6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) Vertical Direction (Z) h r 1.2 w 1 Legend: .?w 1.0 f 3% Spectral Damping h 5% Spectral Damping c 3 .8 o g %-p g Notes: .6 1 SSE Level 8 [ Unbroadened Envelopes of 3 0 JT w .4 Soil Cases (Entire Floor) o r q_ Accelerations in g's I .2 / p . 0 _[ o 1 2 10 10 10 10

4 1'

w Frequency (Hz) .~ 3 a 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis t Reactor Building, Node 7, Elevation 881.75'

E Ee North-South Direction (X) East-West Direction (Y)- g .8 .8 z N y' A [ 5 I 3 1 / j Tf U j nfy si p y R y 4 \\ l e 8 11 l '4 r '4 Y Y I r/ y N [ N [ Ik 8 b s .2 f .2 f / f p y / ) o -[g1 1 1 2 h '6 10 10 10 1 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? 1.2 W Legend: .w 1.0 3% Spectral Damping d f to 5% Spectral Damping g e p,3 iJ s/. O [ Notes: / U [ .6 1 SSE Level y 8 Unbroadened Envelopes of 3 R M .4 Soil Cases (Entire Floor) k .2 p' A__ Accelerations in g's T Y .9 a 0 ~0 1 1 2 16 10 10 10 w Frequency (Hz) O ? et 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 10, Elevation 903.50'

~~i. / E m E North-South Direction (X) East-West Direction (Y) g 1.0 1.0 g J .8 .8 p av m E 5 N i r i i l l t n6 p e6 ,k A l ( 3

n 5^

h 5^ $V Qq jY Q d' '2 V" ~2 H h f M j p / / o -[g1 h. 1 1 2 1 "6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) Tg Legend: 1.2 3% Spectral Damping / M A J 5% Spectral Damping g 1.0 q g iv j d[{ Notes: y g 1 SSE Level Unbroadened Envelopes of 3 } f/p 8 .6 M ( Soil Cases (Entire Floor) o .4 j 3(

g. 9 Accelerations in g's

.2 m d y .0[ o 1 2 Y 10 10 10 10 m Frequency (Hz) 3 O et 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis t Reactor Building, Node 13, Elevation 931.50'

E Bs North-South Direction (X) East-West Direction (Y) g E D 1.2 1.2 g p h g 1.0 ] ( g g 1.0 bS,V 2 J\\ B 2 e '6 8 (( \\ Ih 7 Q 0 # L y '6 jf y '6 ll g .4 .4 j-3 .2 .2 I ~~ N g f' H o f p / / o -{gl 10 10 10* h 1 1 2 1 '6 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) { Legend: .?u 1.4 i 3% Spectral Damping l 1.2 5% Spectral Damping M a 0 l A A e

1.0 Notes

j j .8 ~ ^pj ' 'J 1 SSE Level i 1 o 8 ff ( Unbroadened Envelopes of 3 R Soil Cases (Entire Floor) k M ~ I }(_ Accelerations in g's I .4 .2 t" 5 g f .'T s p . 0 -l o 1 2 10 10 10 10 g Frequency (Hz) 3 0 ? ct 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 16, Elevation 958.25' t

i E a .i North-South Direction (X) East-West Direction (Y) g L C. 1.2 1.2 q 4 u S l A g 1.0 / g g 1.0 'Ig,k t 1 i g t A I i c '8 e '8 [ \\ r t I ll // 6-6 g p ~- p w_ m ) .2 I N .2 g F m o J p / j o -[g1 g 1 1 2 1 2

6 10 10 10 10 10 10 Frequency (Hz)

Frequency (Hz) o Vertical Direction (Z) .w Legend: .? 1 I w 1.4 It 3% Spectral Damping l M 1.2 5% Spectral Damping M e f k Il J O

1.0 Notes

y g g q 4 ,8 1 SSE Level 8 Unbroadened Envelopes of 3 R M i Soil Cases (Entire Floor) k .4 j w Accelerations in g's .2 F 5

p p

1 1 2 .T '6 10 10 10 uw Frequency (Hz) p D* ct 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 19, Elevation 976.00' e

Pa E sa North-Southbirection (X) East-West Direction (Y) g 5 [ j m 1.4 1.4 C O ) J o 1.2 J 1.2 i ./,' k I g w a 1.0 a 1.0 i E U h S 8 i .8 t w ] ~' lA het ~, ~4 pV W.---. /f 'x m 2 ^ 2 cr y a y / J o .fg1 { 1 1 2 1 2 ' 6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? w Legend: .? b W 1.4 3% Spectral Damping I 'k - M p 1.2 l St Spectral Damping M f O g 1.0 g e q Notes: y o .8 1 SSE Level S 3. Unbroadened Envelopes of 3 M f Soil Cases (Entire Floor) f Accelerations in g's I 4' w .2 ? U fp ~4 f .,Y 1 1 2 ' 6 10 10 10 w Frequency (Hz) a b et 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 22, Elevation 1001.00' _= - - _.

e E s:

a North-South Direction (X)

East-West Direction (Y)' g 5.0 8.0 =c g I N I 5 4.0 [ g 6.0 c c i h O A O E 3.0 / e e 'h U j / 4,0 w I 0 82 '/ a .0 7 \\ 3 } V 9 ) \\ 2.0 \\ H 10 f 'M_ j y j f j ~'- o ~-= o 1 __, -[g1 ~ g 1 2 1 2 '6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) ,? w Legend: 1.6 / 3% Spectral Damping 1.4 };f] Q \\ 5% Spectral Damping y sJ-c h,1.2 1 it a l } Notes: y 1.0 I a 1 SSE Level "g o .8 i Unbroadened Envelopes of 3 { M .6 Soil Cases (Entire Floor) o y Accelerations in g's 2 O "v ~ ~2 .T ] p N ~f6 1 1 2 10 10 10 4 w Frequency (Hz) m O 3 rr 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 24, Elevation 1047.00'

d Attachment F Reactor Building Analyses (OBE Level) Page Attachment Cover Sheet 1 Over-plots of 152% & 4% Broadened Spectra (including corners) nd O2.pi t................................................. 1 n d O7.pi t................................................. 1 nd10. pit........,....................................... 1 nd13.pi t................................................. 1 n d 16.pi t................................................. 1 l nd19.pi t................................................. 1 nd 22.pi t................................................. 1 n d24.pi t................................................. 1 4 Total Number of Pages including Cover Sheet.........,................. 9 a I 1 4 i f 1 1 4 1 1 4 4 m

e E a" North-South Direction (X) East-West Direction (Y) g .6 .6 z '-j-f .5 .5 5 -~ I '4 / \\ \\ E '4 lI] L ' G ~ '3 I ^3 1 f,// 1 '[\\ f j g 4 1 3 / o o gf , _r _f s o jr. o , 3 o .2 .2 ,f . 4 l yp,, cj p pt-5 1 1 po g Y / o -[g1 1 1 2 " 6 10 10 10 { 1 2 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) ? .8 1 i Legend: I --(-~ 1% Spectral Damping u" h .6 2% Spectral Damping / !j 1 ( 4% Spectral Damping 8 'L_ Notes: O j .4 j j o 8 1 OBE Level R 15% Broadened Envelopes of 3 k .2 7j Soil Cases (Entire Floor) I ggy Accelerations in g's g _-.A; ~!6 1 1 2 u, 10 10 10 Freqvency (Hz) o a 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis t Reactor Building, Foundation Node 2, Elevation 859.75'

v .ra 5 a a North-South Direction (X) East-West Direction (Y) .8 .6 y g to .5 h '6 r s 3 L E I s

4 2

~ 2 J \\ g h Ti ~ f '3 [([/ V is I f '4 { h ^ \\ c-1 r-; y (),1 ['b f/ \\ y '2 a r-T' \\f f ~g s-- k Q M p g5

y pt-g fg/

/ o 1 1 2 "6 10 10 10 1 1 2 } 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .8 ,y u

_.{

Legend: .w t 1% Spectral Damping h .6 c i 2% Spectral Damping F O j 4% Spectral Damping { If -k-s A y Notes: 0 4 8 'J o M 1 OBE Level R 15% Broadened Envelopes of 3 k .2 rf Soil Cases (Entire Floor) I 6- :":/ Accelerations in g's .j .9 4 '0 1 1 2 16 10 10 10 no Frequency (Hz) y S %a 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 7, Elevation 881.75'

i. E @e North-South Direction (X) East-West Direction (Y) .8 .8 g g I_ I! l r m .6 .6 c e j 0 0 b r rn r B i m /

4

,4 ,H j> \\ \\ m m 8 ] M 8 u l r- '3 ' rn x cY r-1 a s2 / 8 r s t u jg

2
2 i

fe' i r ki y J5 2 w~ Y m QJ p o / / o "6 10 10 10 ~E 10 10 10 1 2 l 1 2 { Frequency (Hz) Frequency (Hz) o Vertical Direction (Z)

1.0 Legend

w 1% Spectral Damping ~ J-( 2% Spectral Damping I h S ]-~ ~ \\ N ] 4% Spectral Damping O y .6 fj 4 s Notes: U R ff-,~'-'- -A 1 oss Level R \\ o 8 j s a "4 15% Broadened Envelopes of 3 k r@ Soil Cases (Entire Floor) I 3 ^ / (_ Accelerations in g's a 'k6 1 1 2 10 10 10 }4 Frequency (Hz) S W a 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis t Reactor Building, Node 10, Elevation 903.50'

4 I E Be North-South Direction (X) East-West Direction (Y) 1.2 1.0 E .a S 1.0 8 t cs 8 s 8 g I \\ 2 -t E l.I n 5

s I

g g / Pi n E ) g

4 i

o ,r o r (- a g-QIf l'l

brFL l

j c .2 .2 y,g jp g =/ s-p f o s / o -[g1 1 1 2 6 10 10 10 10 10 10* h 1 Frequency (Hz) Frequency (Hz) h Vertical Direction (Z) o 1.0 I Legend: ]-j h 1% Spectral Damping t=2 to I ~8 ( 2% Spectral Damping M e } g-' } 4% Spectral Damping _f-Notes: 8 ~4 y 1 OBE Level R M ? 15% Broadened Envelopes of 3 k /97 k Soil Cases (Entire Floor) I ~ [# b-Accelerations in g's g . 0 -[ s & G o 1 2 10 10 10 10 Ty Frequency (Hz) 5. t: 6 rt 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis e Reactor Building, Node 13, Elevation 931.50'

E .a a North-South Direction (X) East-West Direction (Y) g 1.2 z N 1.4 (( C 1.0 m 1.2 '~ $ 1.0 U / I E 3 0 Y 8 ] i n 58 y t !5 r h 8 .6 ! 7 8 r/ k n jfr I .2 .2 -y ~, ) s g o m M p j g 1 A 1 1 2 '16 10 10 10 '16 10 10 10 o Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) 1.2 O Legend: w 1.0 1% Spectral Damping h 2% Spectral Damping 7 3 .8 f g j_,)~ 4% Spectral Damping j i N Y .--\\p Notes: O ,_r 6 .-e 1j r o 8 _,1-- 1 OBE Level t M .4 15% Broadened Envelopes of 3 0 Soil Cases (Entire Floor) I I .2 gg Accelerations in g's j e ,d5

O 1

1 2 16 10 10 10 4 m Frequency (Hz)

3 D

3 et 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis i Reactor Building, Node 16, Elevation 958.25' I ~

=_ E I' as North-South Direction (X) East-West Direction (Y) yz i 1.6 N L 1.2 J C es i i 1.4 f m c c 1.0 01.2 O (] M s' N } []1 N 1.0 8 ( .u i*l .u p i 1 g 4 Q ,g i o ,g C y ^ i 8 fy' % 8 h r .6 4 [/ / h a f)/ h ) k ~ ~4 z i I .2 h .2 i f d* -~.__ p o o* m j o -{gi 1 1 2

6 10 10 10 h

1 10 10 10 Frequency (Hz) Frequency (Hz) o { Vertical Direction (Z) 1.2 Legend: U 4 l ta '-i 1.0 j l i 1% Spectral Damping l m t 1_l 2% Spectral Damping -f F b 3 .8 I 4% Spectral Damping O rs N y I Notes: O

6 J.j l

o I, 8 f,I-' i 1 OBE Level R j .4 -1 u j i 15% Broadened Envelopes of 3 g o Soil Cases (Entire Floor) I [ .2 Accelerations in g's g r jdss ~O '1 10 10 g 1 2 16 10 n Frequency (Hz) 3 6 ? cv 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 19, Elevation 976.00' +

E E'e North-South Direction (X) East-West Direction (Y) g r-1.4 g"'\\ 5a 1.5 e 1.2 I c O l O j l [l y 7 g 1.0 ) I_, g i u I 310 n '8 H Q h i i J e- { o o 6 5 4 bk { fb g n -ci &Y

p o

o -[g1 1 1 2 "6 10 10 10 { 1 2 10 10 10 Frequency (Hz) Frequency (Hz) Vertical Direction (Z) o w Legend: 1.2 ~- w 14 Spectral Damping i-C 21 Spectral Damping 7 S I m( 4% Spectral Damping a c e

8 j~--

H" f-- Notes: O S .6 } 1 OBE Level R f n a O j y 15% Broadened Envelopes of 3 w Soil Cases (Entire Floor) I .2 [ Accelerations in g's g "~ ds 4 "k6 1 1 2 .T 10 10 10 w Frequency (Hz) O ct 50130-C-009: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Building, Node 22, Elevation 1001.00'

E North-South Direction (X) e-s 8.0 East-West Direction (Y) 10.0 g E r-6.0 E c B.O w O g f e O h 6.0 f 4.0 T-' E 8 j 4~0 I -[ 8 l 5 l((li 8 2.0 g,- i 2.0 f E / V DL_. g DA- '6 j 1 1 10 10 10 "6 1 1 2 10 10 10 g Frequency (Hz) Frequency (Hz) Na Vertical Direction (Z) i o l .T ~ 1.4 I Legend: w e 1% Spectral Damping 1.2 w f l)f~~,,f 2% Spectral Damping 7 y 4% Spectral Damping g j;~; ~ O 8 Notes: M m 8 y (-, y C / / M 1 OBE Level o '[ 15% Broadened Envelopes of 3 R .4 k Soil Cases (Entire Floor) .2 j- \\- Accelerations in g's I pd5=' g 1 ~ 6 1 2 4 10 10 10 Frequency (Hz) 5 a 2

a 50130-C-009:

5 Reactor Building, Node 24,NPPD - Cooper Nuclear Station - USI A-46 Design Analysis t Elevation 1047.00'

Attachment G Reactor Building IPEEE Analyses (RLE Level) N Page Attachment CoverSheet 1 Over.olots of 3ESE7% & 10% Unbroadened Spectra Uncludine corners) l ndO2.pi t........................... 1 ndO7.pi t................................................ 1 nd 10.p i t................................................. 1 nd 13.pi t................................................ 1 nd 16.p it................................................ 1 1 n d19.pi t........................... nd22. pit................................................ 1 nd24.pi t................................................. 1 1 Total Number of Pages including Cover Sheet........................... S l

J ^ d E s' e North-South Direction (X) East-West Direction (Y) f g .8 .8 z ( D '6 '6 8 V' g 8 p k b 1 ^^ N' ~4 ~4 f ! M h h. p T[: J r t O Y Y hsig

)

m a .2 .2 - / p5E } B / o / } 1 1 1 1 2 " 6 10 10 10 6 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? 4

1.0 Legend

.? l g 3% Spectral Damping h \\ St Spectral Damping / c 7% Spectral Damping O } .J h g .6 g 7 '/ 'b i 1 10% Spectral Damping g r N1/W 4 o 3 Notes: g 1,A n i g 4 k M 1 RLE Level g Envelopes of 3 Soil Cases I /h [J (Entire Floor) [ 9 Accelerations in g's g 1 1 2 '16 10 10 10 g a Frequency (Hz)

s S

?. <t 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Building, Foundation Node 2, Elevation 859.75'

..m__.._. 1 E 3e North-South Direction (X) East-West Direction (Y)' g .8 .8 g P } h 5 ^g ^g c 8 V 8 l W

li J

l \\ ~ A 1 /A i 4 V ivt ) 3 ( gh q ,-e ' i d 1 q w 8 Q; 8 b VCh D 5 N n h (%;! f (lhi [ N o .f fiY l r a '2 f p } B / o -[g1 { 1 1 2 1 2 ^6 10 10 10 t 10 10 10 a Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? Legend: I , j 3% Spectral Damping t 5% Spectral Damping y S ,f p ) 7% Spectral Damping h f .6 i ( 10% Spectral Damping Q l Notes: m ' N 1 RLE Level J C L_ Envelopes of 3 Soil Cases I l ~ (Entire Floor) [ M p Accelerations in g's j 1 1 2 "6 10 10 10 Frequency (Hz) S E a 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Building, Node 7, Elevation 881.75' .i

M E a .i North-South Direction (X) East-West Direction (Y) g .8 .8 3 a Y] n m g g p c i v e Y (bW b bd i A M .a 1 m 4 4 h jr' ~ ~'~ =---- '2 2 gip p } B / / o -{gi h 1 1 2 1 " 6 10 10 10 10 10 ' 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) T ~ j Legend: J( 3% Spectral Damping ij 5% Spectral Damping 7 h } ,f 7% Spectral Damping g 3 .6 g . jy j, 10% Spectral Damping y M ~ k Notes: ~ 1 RLE Level Envelopes of 3 Soil Cases I _j f F ~ l (Entire Floor) y M y Accelerations in g's '{ 1 1 2 ~6 10 10 10 A Frequency (Hz)

s O

,o 3 et 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Building, Fode 10, Elevation 903.50' t

E @n North-South Direction (X) East-West Direction (Y) g 1.2 1.0 g ~ D 1.0 j .8 .I J/J[l si 8 8 8 a a Mq \\ h I pp" I 6 M /ALN e N 8 pv N n 8 4 dbg b g f n u__ A__ 2 f;f" y y n .2 }b h O O 1 1 2 6 10 10 10 7gl 10 10 10' 1 oa Frequency (Hz) Frequency (Hz) Vertical Direction (Z). 1.2 w Legend: .?"" 1.0 3% Spectral Damping h f ) 5% Spectral Damping c !i 7% Spectral Damping { } .8 r J q 10% Spectral Damping g g,} n Iy < y g' o \\ o. Vfye Notes: 8 3 g O .4 1 RLE Level k 3 M W-Envelopes of 3 Soil Cases I M 2 (Entire Floor) g F; [ Accelerations in g's 'J, emp 1 1 2 .t ~ 6 10 10 10 o. Frequency (Hz) ,c. U 6 5 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Building, Node 13, Elevation 931.50'

J E Be North-South Direction (X) East-West Direction (Y) 1.2 1.2 I E" j' E ) 1.0 I g 1.0 ] 44 s m i g [ n (ih b 2 g 0 8 i 0 { \\ E 3 hp j .6 !) -l T l 8 .6 r o j 8 s m j Jh 4 y + kA s .2 + y p n r' s a J 5 10 10 10 ]gl 1 2 o 1 2 { 10 10 10 Frequency (Hz) a Frequency (Hz) D w l Vertical Direction (Z) o w Legend: 1.2 .? j w 3% Spectral Damping g 5% Spectral Damping 7 y A 7% Spectral Damping h 3 .8 10% Spectral Damping .6 ^ 7 Notes: [f 1 RLE Level 7 N Q .2 j Envelopes of 3 Soil Cases I (Entire Floor) A [ .0- [,' Accelerations in g's o 1 2 10 10 10 10 .I i Frequency (Hz) 2 a 6 U 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Building, Node 16, Elevation 958.25'

M E %.a North-South Direction (X) East-West Direction (Y) g 5 M l 5 n 1.4 1,2 \\ m g 0 1.2 g-1.0 g g l U 1. 0 h Y h g IY ,H L l J No--b (N o .LVN

g WN 2

n .6 g m J l 0 ou .6 o Y Y i t1

4

^ Mfi(_ .4 .2 g jg r z .2 P / s o -[g1 g 1 2 1 2 10 10 10 6 10 10 10 Frequency (Hz) Frequency (Hz) o* Vertical Direction (Z) Legend: 1.2 3% Spectral Damping h N 5% Spectral Damping a f 7% Spectral Damping J 2 .8 r ; 10% Spectral Damping Q If O Y4 )S\\ o j h#F 6 Notes: m 1 RLE Level 4 g 7 ' N-Envelopes of 3 Soil Cases I ,2 f (Entire Floor) [ Accelerations in g's O . O _[,4 o 1 2 ? 10 10 10 10 o Frequency (Hz) 3 0 i ,e N n 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Building, Node 19, Elevation 976.00

x-E @e North-South Direction (X) East-Wect Direction (Y) y 1 6 ,f I 1.4 1.4 C h i E 1.2 j 1.2 e e h; O f. 0 ]", u.1.0 \\ u 1.0 g f js n e y l' M d I' 8 8 [ l n.A 4 p g w .2 jp .2 g jgr q, o '6 10 10 50 '6 10 10 10 1 1 1 1 2 { Frequency (Hz) Frequertcy (Hz) o Vertical Direction (Z) I Legend: 2 w 1.2 3% Spectral Damping [ 3 g St Spectral Damping 7 y ~ y 7% Spectral Damping h .8 I 10% Spectral Damping fk k o y h . arer h o Notes: m L 1 RLE Level .4 y,, -7 Envelopes of 3 Soil Cases I I .2 (Entire Floor) [ b . 0 _[,,Ai Accelerations in g's C o 1 2 0 10 10 10 10 o Frequerwy (Hz)

s D

ct 50130-C-009: NPPD - Cooper Nuclear Station - IFEEE Analysis (CR-0098) Reactor Building, Node 22, Elevation 1001.00' ..,,m-L

~ 7 5 Ea North-South Direction (X) East-West Direction (Y) 4.0 5.0 E 3.0 4.0 8 b 8 tl I \\ f 3'0 I E O kkk 0 f/. 7 1 a 2.0 y a .s 0 02 a .0 a er p i t g 1.0 ,/[/ q / ,k_ p y s m 10 AT.# 1

'pi,

~6 10 10 10 -[g1 o 1 2 { 1 2 10 10 10 Frequercy (Hz) Frequency (Hz) Vertical Direction (Z) o* IL Legend: .? 3% Spectral Damping 1.2 5% Spectral Damping g c ,b d -i l i 7% Spectral Damping O u 1.0 ,q,g g r g d 10% Spectral Damping g e S 8 ' ^ 0 .6 A / Notes: S g , y 3 k 1 RLE Level .4 Envelopes of 3 Soil Cases 2 ,2 M (Entire Floor) [ 4 y Accelerations in g's 1 1 2 ~6 10 10 10 1 a Frequency (Hz) 5. 1 6 r"e 50130-C-009: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Building, Node 24, Elevation 1047.00'

Attachment H Reactor Drywell/ Shield Wall Analyses (SSE Level) l Page Attachment Cover Sheet 1 I Ovepplots of 2E3E5% & 7% Broadened Soectra (CM Only) n d 51.pi t................................................. 1 n d 54.pi t................................................. 1 n d 56.pi t................................................. 1 n d 61.pi t................................................. 1 n d 64.pi t................................................. 1 i n d 68.pi t................................................. 1 Plots of N-411 (PVRC) Broadened Spectra (CM Onl_y) n d 51.p i t................................................. 1 n d 54.pi t................................................. 1 j n d 56.pi t................................................. 1 n d 61.p i t................................................. 1 n d 64.p i t................................................. 1 n d 68.pi t................................................. 1 l Over-plots of 3% & 5% Unbroadened Spectra (CM Only) n d 51.pi t................................................. 1 n d 54. pi t................................................. 1 n d 56.pi t................................................. 1 n d 61.pi t................................................. 1 n d 64.pi t................................................. 1 n d 68.p i t................................................. 1 Total Number of Pages including Cover Sheet.......................... 19 4 t

.a E B.s 1 North-South Direction (X) East-West Direction (Y) ~ g 1.6 ( h q F 1.4 j i I 5 1.4 m 1,2 IR 5 b [, 1.2 g '-- N J 1.0 ~ w 1.0 j _q Q f s l hj[ \\ L;h ? 8 u [, r I' h_\\ 4 w 8 Y>- 8 y'/ N\\ 0 u I M? O .6 N t &f 4 [/f, 4 0 v 5 h '4 ~4 g$ /[ Ok_ l .2 g? 2 p d-y o ~6 10 10 10 yg1 10 10 10* D 1 1 2 0 0 1 Frequency (Hz) a Frequency (Hz) D Vertical Direction (Z) o* ,,w Legend: .? 1.2 w r 2% Spectral' Damping l f-- 3% Spectral Damping h

f

( 5% Spectral Damping } g .8 7% Spectral, Damping i -j Q Q ~' 6 Notes: O .4 1 SSE Level 15% Broadened Envelopes of 3 I i .2 M"4 Soil Cases (CM Only) H A Js Accelerations in g's 'k6 1 1 m 10 10 10 ~ u" Frequency (Hz) a 6 r"e 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Drywell, Node 51, Elevation 977.27'

P ~- E Ee North-South Direction (X) East-West Direction (Y)* { 1.2 I,' n 1.2 j 1.0 f 1 2 r 510 ) 5 Y? [0 0 y i f,r% H l y 8 n

g n

j y y r t 1 g /// h I-) r - // k / 1 4 4 4 ], L 0 j' p (.< W \\N \\ 2 f gP g per / M o -{gi 1 1 2 h 6 10 10 10 1 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) 1.2 W Legend: .? r--1 u" 1.0 2% Spectral Damping g 3% Spectral Damping h f S .8 /' 5% Spectral Damping Q f [ ~ l~ 7% Spectral Damping y h k f ^ Notes: M .4 1 SSE Level g k .2 s 15% Broadened Envelopes of 3 I s p Soil Cases (CM Only) p M y Ac,celerations in g's 1 2 ~6 10 10 10 1 N Frequency (Hz) p b i .~ ? e 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Drywell, Node 54, Elevation 938.58' I

4 E E'e North-South Direction (X) East-West Direction (Y)' y 1.0 1.0 ma Q (- U F 8 8 i O,- i I ~y o i m

ak_,

b sl r a '4 s=ig q y t>= g x-p AJ qv-E 2 2 s e g g lll o -{gi g 1 1 2 '6 10 10 10 1 2 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .7 1.0 --3 Legend: .o. I-d I N f [ 2% Spectral Damping / ]fQ-~ 3% Spectral Damping /" 7 3 [ '"( 5% Spectral Damping } j .6 .rg T] 7% Spectral Damping Q Notes: O y .4 -f f;- h (f/ 1 SSE Level o 7-7 $V 15% Broadened Envelopes of 3 I M} Soil Cases (CM Only) p y Acpelerations in g's 'k6 1 1 2 10 10 10 Frequency (Hz)

s i

S 3 et 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Drywell, Node 56, Elevation 907.25'

..._ -. ~ -.

=_- - F E :- aa l North-South Direction (X) East-West Direction (Y) g 2.0 g g te 1.4 5 M 1.5 l 1.2 t 8 ft 8 l. 1, W )1 i 2 '~ k 0 t 1.0 rg n g y /#/ r e \\ f '8 [],( ( p 4. 1 f '0 1 } A c l u'- i 4 5 --y 93 Wy v dg i; 2 y,c p a t .0 X o . 0 y/. 1 0 1 2 f 0 1 2 1(, 10 10 10 10 10 10 10 o Frequency (Hz) Frequency (Rz) w o Vertical Direction (Z) .? 1.2 w Legend: .? w t 2% Spectral camping 1.0 3% Spectral Damping h j }-h q c O S .8 5% Spectral Damping l t e [p 7% Spectral Damping g [ j~. i 6 ] 4 .4 1 SSE Level o 7 gf ( 15% Broadened Envelopes of 3 I l /' .2 Soil Cases (CM Only) g ge M y Acgelerations in g's a .} 1 1 2 0 10' 10 10 m Frequency (Hz) l S I ?n 50130-C-511. NPr0

Qoper Nuclear Station - USI A-46 Design Analysis Reactor Shield Wall, Node 61, Elevation 961.90' t

I

~. k s E a .a North-South Direction (X) East-West ~ Direction (Y). g ~ 1.4 ( C F 1.2 1'2 1 I 8 [ f-g 1.0 ( q g I Y !qL E i Y 1.0 l} e 8 e ki -[ .8 / 0 [ k fp .6 m q f[ b N - L[ ( h pl i J: m .4 ay t g Ar .2 [ N 2 99 c. par / ) o 1 1 1 1 ^6 10 10 10 ^6 10 10 10 Frequency (Hz) Frequency (Hz) I o Vertical Direction (Z) u 1.2 Legend:- S w 24 Spectral Damping ~ 1.0 j~h.. 3% Spectral' Damping h c 3 .8 j_/ ] 5% Spectral Damping } [ _.[ (n 7% Spectral Damping g ~ Notes: .4 1 SSE Level o u g g ( 15% Broadened Envelopes of 3 I l .2 j Soil Cases (CM Only) p M y Accelerations in g's u 1 ~ 16 10 10 10 'I u Frequency (Hz) o = S .? er 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Shield Wall, Node 64, Elevation 940.46' ~

L "w

E a es North-South Direction (X) East-West Direction (Y)' g 1.0 1.2 ., i h" )I f .8 h b ~ (~ .8 ~ 1 E h o l N ? hg h '6 m y s v F 1 C o ,if _/ _. :l

4

/r r-o 1=A 5 l'h'U q_-q g si e u ~_ g g p .2 l p Y ) o { 1 1 2 1 1 2 6 10 10 10 ~6 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) T --) Legend: <-j i sa f i 2% Spectral Damping

8 M

]f -s 3% Spectral Damping M 7 ]7 ( 5% Spectral Damping } [ .6 v 7% Spectral Damping g k Notes: M [ k 1 SSE Level -.T, s-15% Broadened Envelopes of 3 I $F Soil Cases (CM Only) p y Ac,celerations in g's g 1 1 2 '6 10 10 10 Frequency (Hz) 3 S = ? rt 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis e Reactor Pedestal, Node 68, Elevation 914.58'

d s E E!e North-South Direction (X) 1.2 East-West Direction (Y) 1.0 y D N 1.0 \\ .8 .8 si I I .6 E .6 2 \\ t \\ 'n H 8 4 4 g .4 'u g ) Q( o { y u-k N% i .2 f M 2 a / / g '0 -{gl 16 10 10 10 o 1 2 h l 10 10 10 Frequency (Hz) Frequency (Hz) h Vertical Direction (Z) a 1.0 Y__ Notes: g

4

/ \\ N-411 Spectral Damping .8 i j } 1 SSE Level 7 y .6 15% Broadened Envelopes of 3 h p Soil Cases (CM Only) 0 Accelerations in g's ~ 4 o N D .2 5 / s J 1 1 2 '6 10 10 10 y Frequency (Hz) u as 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis a Reactor Drywell, Node 51, Elevation 977.27'

i v E an North-South Direction (X) East-West Direction (Y)' { 1.0 .8 r} p .8 m / ( .6 '/ l e e N O O F E .6 j I 4 5 8 L i x '4 b ) \\ x / ~_ g e I / .2 j .2 / H l / N / t o -{gi g 1 1 2 1 2 6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) T 1.0 Notes: .u" N-411 Spectral DampiOg / 1 SSE Level S /-~-t f a 15% Proadened Envelopes of 3 8 .6 / Soil Cases (CM Only) h j Accelerations in g's o 0 '4 N 3 f \\ E .2 -s D \\ f U 'Q j l 1 2 'U 10 10 10 Frequency (Hz)

s D

6 5 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Drywell, Node 54, Elevation 938.58'

.x .-s E Be North-South Direction (X) ~ East-West Direction (Y) g .8 .6 z A N b 5 r 1 s E } E I g .4 g e e I 4 3 f a ( LJ a w r \\ b / I N. ( N .2 j O .2 / / 2 J J ~i; c' / / r -{gi h 1 1 2 1 2 '6 10 10 10 i 10 10 10 Frequency (Hz) Frequency (Hz) i o Vertical Direction (Z) T '8 w ll l Notes: C.' 11 -T-N-411 Spectral Damping n 7 h .6 1 SSE Level 3 15% Broadened Enrelopes of 3 9 M a 2 Soil Cases (CM Only) g 3 4 j Accelerations in g's o 0 [ 4 N o .2 / s g f N j a 1 1 2 '6 10 10 10 w Frequency (Hz) S 6 U 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Drywell, Node 56, Elevation 907.25' e

E an North-South Direction (X) East-West Direction (Y). 1.2 1.2 E 1.0 1.0-O I ( m E E N .8 .8 t y p 3 g n y } n y i n ,~ e ~g 'e j l 1 { g 8 \\ 8 8 4 .4 4 .4 0 t j y q g ( f ~ m / / s .2 / .2 / g f / o / / o -{gl g 1 1 2 1 2 '6 10 10 ' 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) T Notes: to N-411 Spectral Damping ~ 1 SSE Level ~'f-\\ I 15% Broadened Envelopes of 3 .6 Soil Cases (CM Only) j Accelerations in g's o 0 4 h 5 ^ 2 / j y d / J .n 1 1 2 '6 10 10 10 Frequency (Hz)

s S

5 6 U 50130-C-Oll: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Shield Wall, Node 61, Elevation 961.90' m

E se North-South Direction (X) East-West Direction (Y)- 1.0 1.0 g g x U T R n .8 g .8 5 E N i 1 ) g g 1 1 f f A R y g J k 8 k'

n J

l m e4 '4 U ( ( J \\ o ~ f ~ c ~ 1 a .2 .2 m e j p / 5 / / o 1 1 1 1 2 6 10 10 10 '6 10" 10 10 { Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) 1.0 ,y Notes: .? w r, N-411 Spectral Damping / 1 SSE Ievel h {-' I 15% Broadened Envelopes of 3 .6 / Soil Cases (CM Only) y Accelerations in g's o 0 4 N '2 s / 0 .O 1 1 2 '16 10 10 10 4 w Frequency (Hz)

3 S

6 r"e 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Shield Wall, Node 64, Elevation 940.46'

e E %e North-South Direction (X) East-West Direction (Y)- g .8 .8 g Dw R = I r 6 6 1 p g g I n 1 ( .g a s Q e ( j4 j4 u ( -l 0 I h k / / I ~-- .2 .2 / f / N / J o -[g1 g 1 2 1 2 "6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) ? "8 Notes: ? -J" N-411 Spectral Damping h .6 1 SSE Level 15% Broadened Envelopes of 3 { Soil Cases (CM only) g .4 Accelerations in g's o Y 0 N 8 a L s y .2 j U / 0 1 1 2 '16 10 10 10 g w Frequency (Hz)

s S

!?

o 5

50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Pedestal, Node 68, Elevation 914.58'

E .B i North-South Direction (X) East-West Direction (Y)' 5 M f [^ { I 1.2 1.2 cn c 1.0 c 1.0 .8 a 's 8 g '/ d /a m\\ H N H N g w ~ G .4 .4 g j W-- A M / w__ p .2 r,, .2 gr m f , m o / j o -{gi 1 1 2 6 10 10 10 g 1 2 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) y 1.2 w Legend: w 1.0 f ( 3% Spectral Damping h / ) 51 Spectral Damping c 3 Notes: .6 1 SSE Level g Unbroadened Envelopes of 3 { .4 Soil Cases (CM Only) q q N_ Accelerations in g's T .2 / g g M .Y ~0 U ~ 1 1 2 16 10" 10 10 g m Frequency (Hz) 3 D .~ E re 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Drywell, Node 51, Elevation 977.27'

s R- .a a North-South Direction (X) East-West Direction (Y) 1.2 1.0 { k = 1.0 '8 8 /b g I[ k i U I j [ q r _A 6 g a e p I e 6 J a ds \\ n a ) f g 8 4 n a m '4 g ( (_ l 9 .2 y

2 H

i P / J o 1 1 l 1 2 '6 10 10 10 ~E 10 10 10 g Frequency (Hz) Frequency (Hz) 1 Vertical Direction (Z) o \\ 1~0 .? 8d l Legend: .] j 3% Spectral Damping 5% Spectral Damping h o 7 U / V H v Notes: +4 P B e 1 SSE Level 0 / o 4 Unbroadened Envelopes of 3 4 M Soil Cases (CM Only) k uy b-Accelerations in g's I f / .g . 0 -[ l i*, o 1 2 10 10 10 10 .?o Frequency (Hz) 8. 6 5 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Drywell, Node 54, Elevation 938.58'

a E se North-South Direction (X) East-West Direction (Y)' g .8 .8 g b l D a l.L I g g m h f b ' fly u ( u \\ a y i Ai w 4 4 h f/ Y f t ( i ; ]/ 4 4 /N ( .2 f .2 ll r rr n l l ) o g 1 1 1 1 2 6 10 10 10 '6 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .T Legend: 3% Spectral Damping /} 5% Spectral Damping h r 7 / [Jb Notes: '8 0 p B e 1 SSE Level o 0 '4 M Unbroadened Envelopes of 3 4 Soil Cases (CM Only) k Accelerations in g's I cc .2 g ) u E, . 0 -[ o 1 2 T 10 10 10 10 o ] Frequency (Hz) m Ia 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Drywell, Node 56, Elevation 907.25'

E E .a 4 North-South Direction (X) East-West Direction (Y)' g E 1.4 L 1,2 C 1.2 a c 3 C 1.0 O l PJ O f g y 1.0 g t '8 Y e 6 .4 t [ .4 (_ y y / u g .2 ? N p ce a o y y j o -[g1 1 1 2 g '6 10 10 10 1 2 10 10 10 a t Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .T 1.0 Legend: .? w J ' 3% Spectral Damping M [ 5% Spectral Damping h / I 6 Notes: g p t g } 1 SSE Level e o 8 '4 Unbroadened Envelopes of 3 Y / M Soil Cases (CM Only) k Accelerations in g's I e .2 p u f s / .T s y 'k5 t 1 1 2 10 10 10 g, Frequency (Hz)

s S

ct 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Shield Wall, Node 61, Elevation 961.90'

A E a

a North-South Direction (X)

East-West Direction (Y)- 1.2 1.2 i I, a M 1.0 1.0 8 .[ l1 ), 9 = 8 ,/ g g 2 j 2 l d p g h b h f rY b g g 4 4 I i / y w t_ y a s g 2 2 5 -r p g y / J o -{gl h 1 1 2 1 2 6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) T Legend: b 3% Spectral Damping I L 5% Spectral Damping h ~ rN 8 / g / ,Y l P h E Notes: at 0e 1 SSE Level o 0 4 Unbroadened Envelopes of 3 ( / l O Soil Cases (CM Only) k y ~ Accelerations in g's I ~ .2 f u / . 0 -[ o 1 2 .T 10 10 10 10 o Frequency (Hz) y S.'? re 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Shield Wall, Node 64, Elevation 940.46'

d E %e North-South Direction (X) East-West Direction (Y) y .8 1.0 9 Y P .I. Ann 8 i [ f (t = / g 0 g $$4 l}' li b 'g e . ne t j[' t j jf t a ~ w n M d, 0 '4 0 f 3 / R )f' %fV a v % Q a) Q g 2 e m y

2 p

y F f f / o / J o -[g1 { 1 2 1 1 2 10 10 10 6 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) Legend: 3% Spectral Damping r./ 5% Spectral Damping M ~ ( y C / V\\lh l Notes: s o a 1 SSE Level y o M [ Unbroadened Envelopes of 3 4 0 '4 Soil Cases (CM Only) Accelerations in g's I o .2 g;a M .9 w ? . O _[ o 1 2 10 10 10 10 o Frequency (Hz) S = .? et 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Pedestal, Node 68, Elevation 914.58'

1 1 1 1 i Attachment I Reactor Drywell/ Shield Wall Analyses (OBE Level) A Page Attachment CoverSheet 1 Over-plots of 152E & 4% Broadened Spectra (CM Ontv) nd 51.p i t................................................. 1 n d 54.pi t............................ nd 56.pi t.................................................. I n d 61.p t t................................................ 1 1 n d 64.pi t............................. . t d 68.p i t................................................. 1 1 Total Number of Pages including Cover Sheet........................... 7 i i ,a

E a.a North-South Direction (X) East-West Direction (Y)' 1.2 E r n 1.4 t* 1.0 i m Ij n .8 r g 1.0 g g y g i, J 8 6 h r l \\ 1 u .6 u ( 4 l '-t )/[ k m l '4 ( g/ N .2 gfy 9 3 L_ .2 w g g d5 ae m / o -{gl 10 10 10* h 1 1 2 "6 10 10 10 1 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? '8 W I Legend: .? u" 1% Spectral Damping .6 2% Spectral Damping h c3 /" 4% Spectral Damping N 1-to I LT y .-e . ;-r_ u Notes: O 4 i o 8 1 OBE Level ( b 15% Broadened Envelopes of 3 k M j [ \\ Soil Cases (CM Only) I .2 ' / &-'g Accelerations in g's g g U '0 1 1 16 10 10 10 E co Frequency (Hz) y 5 .~5rr 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Drywell, Node 51, Elevation 977.27'

A v-E s .e North-South Direction (X) East-West Direction (Y) g 1.2 1.0 3. g 9 1.0 .8 a l 9 ~ 8 t l l t Y g .6 e e j i y [ P I 2 6 t I' m 2 j ry.. ,r; y j M o 4 o } l O 2 3_ (_ g gp .2 ~ c g5:; y g, 997 o p d / o -{gi g 1 2 1 2 6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .? ~8 Legend: .?u 1 11 Spectral Damping .6 21 Spectral camping h c} [3 4% Spectral Damping { ) { ts m e y / Notes: O 4 a . j_ ,4 o 8 1 1 OBE Level M 15% Broadened Envelopes of 3 k s , [ Soil Cases (CM only) I .2 &-'p/ ~~~ Accelerations in g's y s "0 U 1 1 2 16 10 10 10 g m Frequency (Hz) 3 cs 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Drywell, Node 54, Elevation 938.58'

/s.. w E a4 North-South Direction (X) East-West Direction (Y) y .8 .8 g n r a C m s m a r 6 6 a c 1 O O T1 0 r-9 B y r-I / h'4 /j~~ I'-[O h'4 ) E- %l c p-- k E r- -(j I hf I'r~' ",/ k 't grp t 5 N .2 .2 --3 g n r p s r C gV ~- g V C O p o / / o L -[g1 g 1 1 2 ~ 1 2 6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .T ~ Legend: to 1% Spectral Damping .6 2% Spectral Damping e S y-s 4 4% Spectral Damping 8 o i M m ,_u 4 r ta \\ Notes: O j .4 <-m o g 'r 1 OBE Level d [ / o< j 15% Broadened Envelopes of 3 k [ .2 Soil Cases (CM Only) I 7 g/ N Accelerations in g's H Y / 0 1 2 '16 10 10 10 Frequency (Hz)

s O

3 rt 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Drywell, Node 56, Elevation 907.25'

t .g ws E E!e North-South Direction (X) East-West Direction (Y)' g 1.6 N, 1.2 C I m 1.4 L c5 g g 1.0 g 1.2 j g } / 0 1.0 g .8 g A I l h l a

Jnh P

o .8 o 6 mm k ,g l l; 3 j s f '1 g U h/ 1 mb 4 nr is g< i, r_f M .2 )5, L o .2 y g M s o -[g1 { 1 1 2 "6 10 10 10 1 2 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .u -l Legend: 1.4 u" 1% Spectral Damping 1.2 2% Spectral Damping' h e S 4% Spectral Damping h g 1.0 g Notes: O 9 s p o 8 j- --y h 1 OBE Level ( M ]_ Soil Cases (CM Only) / 15% Broadened Envelopes of 3 .4 j e:"' [/' Accelerations in g's r M .2 s 6 s 1 1 2 .? '6 10 10 10 om Frequency (Hz) p r re 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Shield Wall, Node 61, Elevation 961.90'

5 E a.4 North-South Direction (X) East-West Direction (Y)* g 2.0

z:e

-h I 1.4 f m* 1.5 1.2 e e 3 a n 5 10 B n q\\ I 1o o 8 j 0 b. y' f/ ~ 5

4 f r u

\\}I m ._g-p ( c 1

sp i;

2 a o d5 p* p o -{gl 1 1 2 { 1 2 6 10 10 10 10 10 10 Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) .u Legend: .? '7 1.4 w" 1% Spectral Damping e 2% Spectral Damping h 1.2 S l 4% Spectral Damping } g 1.0 t y Notes: O 8 .-e jh-1 OBE Level d o 8 l-i --y M 15% Broadened Envelopes of 3 k .4

r Soil Cases (CM Only)

T .2 ( Accelerations in g's y F s' r ees j 1 1 2 .? 6 10 10 10 .o Frequency (Hz) y S ~ E et 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis Reactor Shield Wall, Node 64, Elevation 940.46' -t

E sa North-South Direction (X) Eist-West Direction (Y) g 1.2 1.0 z 7 N 9 1.0 8 a ~ e r' c i h O O t q t f-4 I g 8 s 2 ]- 2 --s \\ 0 F 3 6 } '; v-g / l_ ll n g m

4 o

/ 4 .I r j o jI n f l Qj f fff ('--ll / s h ~f ( / k

2 f.

M .2 6 j] ' r g V g f ~- p = o g s / o} j 1 1 2 l 2 '6 10 10 10 g1 10 10 10 Frequency (Hz) Frequency (Hz) ) 1 i o Vertical Direction (Z) 1.0 w Legend: .Ow l 1% Spectral Damping 2% Spectral Damping h S r j 4% Spectral Damping .6 N q 4 y (__ i ( Notes: O j \\ o -e 0 .4 _ it f7 1 OBE Level R M ['[~' 15% Broadened Envelopes of 3 k / /' Soil Cases (CM Only) I i 7 ( Accelerations in g's p j; .W~' y 1 1 2 '16 10 10 10 g t m Frequency (Hz) 3 S = .? et 50130-C-011: NPPD - Cooper Nuclear Station - USI A-46 Design Analysis l Reactor Pedestal, Node 69, Elevation 914.58' I

1 Attachment J Reactor Drywell/ Shield Wall IPEEE Analyses (RLE LeveD N Page Attaciunent CoverSheet 1 Over-plots of 3k5%7% & 10% Unbroadened Spectra (CM Only) n d 51.pi t................................................. 1 n d 54.pi t................................................. 1 nd 56.pi t................................................. 1 nd 61.pi t................................................. 1 n d 64.p i t................................................. 1 n d 68.p i t................................................. 1 Total Number of Pages including Cover Sheet........................... 7 a m

E a.s North-South Direction (X) East-West Direction (Y)' l l 6* 1.2 1.2 { j \\ m g 1.0 l @ 1.0 g 1 ) ~g ~g bi j OM j dd O,.. E t ,,[ 8 y gr s l ,y ev . 0_r .0 7 k 8 o 1 2 o i 2 10 10 10 10 10 10 10 10 D a Frequency (Hz) Frequency (Hz) y o Vertical Direction (Z) T ~8 Legend: w 3% Spectral Damping .6 51 Spectral Damping h h 7% Spectral Damping 8 r j f., y 10% Spectral Damping g h v a Notes: /l. \\ o u 1 RLE Level o .2 Envelopes of 3 Soil Cases (CM only) g j Acgelerations in g's

j 1

1 2 ~6 10 10 10 1 'ow Frequency (Hz) D ."3 <t 50130-C-011: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Drywell, Node 51, Elevation 977.27'

,e E ae North-South Direction (X) East-West Direction (Y) g 1.2 1.0 m: N ) J U 1.0 .8 .l ) N e c O .8 0 j .6 N 5 y M;I e N(Q) g Al a g h 8 /V Ad U e v 4;lF k h hb i k_._ l r' s s .2

2 w

e ff y o 1 1 2 1 1 h 6 10 10 10

6 10 10 10 Frequency (Hz)

Frequency (Hz) Vertical Direction (Z) 'O Legend: I h J A 3% Spectral Damping d I k 5% Spectral Damping 8 af'h W. 7% Spectral Damping h '4 10% Spectral Damping ? '3 ( ( f) Notes' M .2 y N 1 EE hvel g r Envelopes of 3 Soil Cases a / .1 gm (CM Only) U M Acgelerations in g's

f6 1

1 2 10 10 10 7,. Frequency (Hz) $".'3 et 50130-C-Oll: NPED - Cooper Nuclear Station - IPEEE Analysis (CR-0098) i Reactor Drywell, Node 54, Elevation 938.58' i

I b I E Ds North-South Direction (X) .8 East-West Direction (Y) .8 g M .6 i{ .6 k, e p a 3 fh o 4 4 h @k d i: ) yi p .7 w )f f a E; / f O "6 10 10 10 1 1 2 -[g1 o 1 10 10 10 Frequency (Hz) Frequency (Hz) D Vertical Direction (Z) o .6 s.> Legend: ? .5 \\ y 3% Spectral Damping j } 5% Spectral Damping h c .4 L 7% Spectral Damping w 10% Spectral Damping g I fj S" Notes: S e .2 f yQ_ 1 RLE Level Envelopes of 3 Soil Cases I .1 g;% (CM Only) y g Accelerations in g's

d 1

1 2 6 10 10 10 .? Frequency (Hz) S n S .a ? et 50130-C-011: i l NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Drywell, Node 56, Elevation 907.25' l t

a$ E aa North-South Direction (X) East-West Direction (Y)~ g } 5 h" 1.2 i 1.2 I I-g g 1.0 g 1.0 1. ) A 8 g I 1 s 'g F (~~4%-- l[ % )- R A ~g EP T h f~ g l t; u M .2 h g .2 z f l .0 -[9 . 0 _f a 1 2 o 1 2 10 10 10 10 10 10 10 10 2 .n. Frequency (Hz) Frequency (Hz) D o Vertical Direction (Z) 1.2 W Legend: .? u 1.0 3% Spectral Damping M c 5% Spectral Damping y S .8 7% Spectral Damping f ) 10% Spectral Damping g 3 .6 q o h h / .4 1 RLE Level o Envelopes of 3 Soil Cases g .2 (CM Only) y ga cass Accelerations in g's g 1 1 2 '10 10 10 10 o Frequency (Hz) E O 65 50130-C-011: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Shield Wall, Node 61, Elevation 961.90'

s E s: North-South Direction (X) East-West Direction (Y) 2: 1.4 N j 1.6 g 1.2 c 1.4 S j M 1.2 N e a 1.0 hg D p a m I y f) l) L ( R, h8~ o .6 E y h b [ M-e o i !t r s o [gb h pg g 7 W \\- 4 gr N .2 pr .2 _MN jp. o n l '16 1 1 2 ot g 10 10 10 yg 10 10 10 1 2 Frequency (Hz) Frequency (Hz) D Vertical Direction (Z) o 1.0 ,y u Legend: ,,u .8 3% Spectral Damping 5j 5% Spectral Damping y .6 q 7% Epectral Damping I O 105 Spectral Damping k Piotes: M h 1 RLE Level [/,, k W ( Envelopes of 3 Soil Cases I (CM Only) fi# y Accelerations in g's 1 '6 10 10 10 1 s" Frequency (Hz) S. I 6 r"t 50130-C-011: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Shield Wall, Node 64, Elevation 940.46' +t .. - ~

+ B ae North-South Direction (X) East-West Direction (Y) 1.0 1.2 E 4 E 1.0 g g 5 A } A A n 6\\ n 'g g 3 's hKM N $g k(h i

4

{ NS NwJ G u _ fir n u r b-- / J 1 p g / s J o{ 6 10 10 10' '6 10 10 10 1 1 1 1 2 ~ Frequency (Hz) Frequency (Hz) o Vertical Direction (Z) { ^ Legend: 3u 3% Spectral Damping .6 ( 5% Spectral Damping y e S I 7% Spectral Damping O j I -l 10% Spectral Damping h { - N 1 0 e 4 +____ 0 k g(( 1 RLE Level o y .2 ry Q w Envelopes of 3 Soil Cases E $f (CM Only) [ j Accelerations in g's "j 1 1 '6 10 10 10 y Frequency (Hz) p S .= ? n 50130-C-011: NPPD - Cooper Nuclear Station - IPEEE Analysis (CR-0098) Reactor Pedestal, Node 68, Elevation 914.58' J -}}

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