ML20202B185
| ML20202B185 | |
| Person / Time | |
|---|---|
| Site: | North Anna  |
| Issue date: | 06/12/1997 |
| From: | EQE INTERNATIONAL |
| To: | |
| Shared Package | |
| ML20202B006 | List: |
| References | |
| 100031-C-02, 100031-C-02-R00, 100031-C-2, 100031-C-2-R, NUDOCS 9712030072 | |
| Download: ML20202B185 (20) | |
Text
{{#Wiki_filter:_ _ _ _ __ __ _ _ _ _ . - _ _ _ _ _ _ _ - _ - - - _ _ _ _ _ _ _ _ -- -__ ___ _. I i O CALCULATION COVER SHEET w , , ~. ,, ~ s l Calculation No. 100031 C 02 1 Project: North Anna SSI Analysis ofISFSI Pad
' Calculation
Title:
SASSI: Modules POINT and SITE
References:
See page 6 Attachtnents: See Table of Contents, page 2 Total Number of Pages (including Cover Sheet): 20 Revision Approval Number Date Description of Revision Originator Checker Approver 0 &//2./g7] Originalissue M /}- h y4 9712030072 971124' PDR ADOCK 05000338 Y PDR C.\ WORK \VEPCOCALCSC42. DOC
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^ ' ' " SHEET NO. D JOB NO.10003101 JOB North Anna SSI Analysis ofISFSI Pad BY N DATE MM 7 i CALC, NO.100031C02RO SUBJECT SASSt Modules POINT and SITE CHK*D @ DATE19 D TABLE OF CONTENTS Page CALC U LATI O N C OVE R S H E ET .. .. . ... ....... . . . . . .. .. . . .. . .... . . ... . . .... .. .. .. . . .. .... ... .... .. . .... ... . . .. . . . . ... .. ..... .
T AB L E O F C O N T E N T S . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0 PURPOSE..................................................................................................................................3
- 2. 0 1 N P U T D E S C R I P TI O N . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . .
3.0 REFERENCES
...............................................................................................................................6 ATTACHMENT A' COMPUTER INPUT AND OUTPUT FILES........ ............. ..........13 PAGES ATTACHMENT B: DIGITIZE D FILE S .. ................ ..................... . . .................... . ... 1 DIS KETTE + 1 PAGE C 3WORAVEPCOCALCSC 02. DOC
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JOB NO.10003101 JOB North Anna SSI Anaksis ofISFSI Pad BY MA DATE MMM 7 CAL.C. NO.100031C02R0 SUBJECT SASSI Modules POINT and SITE CHK'D N DATE4 ft 97 ; i 1.0 Purpose ; The purpose of this calculation is to document the runs made with modules POINT and SITE ' of the computer code SASSI [1,2). The input for those two modules will be described in this calculation. i l CTWoRKWEPCoCALCSC 02. Doc 9 9
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JOB NO.10003101 JOB North Anna SSI Analysis ofISFS! Pad BY Ob DATE MWO t CALC.NO. 100031C02R0 SUBJECT jA}St Modules POINT and SITE CHK'O D D DATEblkD 2.0 Input Description The soil profile used for POINT and SITE is the high strain profile developed in Reference 3. This soil profile will correspond to a series of homogeneous horizontal soillayers of constant ' thickness overlaying the bedrock. The values used for the analyses are given below: Layer Thickness Unit Weight Vs Vp Damping Damping (ft) (kcf) (fps) (fps) S-Waves - P-Waves 1 5 0.110 859.73 1706.77 0.020 0.020 2 5 0.110 824.45 1636.73 0.036 0.036 3 5 0.110 787.21 1562.80 0.048 0.048 4 5 0.110 753.59 14%.% 0.058 0.058 5 5 0.110 724.67 5000.00 0.069 0.069 6 5 0.110 787.21 5000.00 0.%9 0.%9 7 5 0.110 767.82 5000.00 0.075 0.075 8 5 0.110 752.03 5000.00 0.080 0.080 9 5 0.130 1116.31 5000.00 0.052 0.052 10 5 0,130 1450.31 5000.00 0.043 0.043 11 5 0.130 1440 72 5000.00 0.045 0.045 Rock Halfspace 0.130 6095.40 12101.00 0.020 0.020 \
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Since each layer thickness is 5 ft and the minimum Vs is 724.67 fps, a lower bound estimate of the maximum frequency that the model will transmit is:
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Imax = 724.67/(5x5) = 28.99 Hz which is considered adequate. For module POINT, the radius of the central zone for the point load solution was taken equal to: r = 0.9x 4 = 3.6 ft (the plate elements defining the pad w'ill be 4 ft by 4 ft) / l The horizontal motion was assumed to be composed of SH waves propagating in the vertical direction. The vertical motion was assumed to be composed of P waves propagating in the vertical direction. l C.WVORK\VEPCoCALCSC-02. Doc _- i -~ - - - ~ - - .-
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"^' SHEET NO. 6 JOB NO.10003101 JOB North Anna SSI Analysis ofISFSI Pad BY Mb DATE N#I/'9' CALC. NO. 100031002R0 SUBJECT SASSl: Modules POINT and SITE CHK'D h1T) DATEb llNl l For module SITE (and the rest), the following 35 frequencies were considered:
Frequency Number Frequency (Hz) l
, l 2 0.098 10 0.488 20 0.977 41 2.002 61 2.979 82 4.004 102 4.980 123 6.006 143 6.982 164 8.008 166 8.105 174 8.4%
181 8.838 184 8.984 195 9.521 205 10.01 215 10.50 221 10.79 225 10.99 229 11.18 234 11.43 246 12.01 266 12.99 287 14.01 307 14.99 328 16.02 369 18.02 393 19.19 401 19.58 410 20.02 418 20.41 4 71 23.00 512 ^5.00 553 27.00 - 614 29.98 cAwommvtecocAtescaooc
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JOB NO.10003101 JOB North Anna SSI Analysis ofISFSI Pad BY Mb DATEMIS/4") CALC. NO. 100031CO2R0 SUBJECT SASSt Modules POINT and SITE CHK'D N DATE h 17 Nl 3.0 References i
- 1. SUPER SASSI/PC Complete Dynamic Soil Structure Interaction Analysis System on Personal Computers. May 1996. l
- 2. EQE Calculation 100031-C-06 Rcv 0, June 1997, Project Specific Verification of Computer Code SUPER SASSI/PC.
- 3. EQE Calculation 100031-C-01 Rev 0, June 1997, Development of Soil Profile.
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'** SHEET NO. Al JOB NO.100031.01 JOB _ North Anna SSI Analysis of ISFSI Pad BY Mk DATED 97 CAL.C. NO.100031CO2R0 SUBJECT SASSI Modules POINT and SITE CHK'D N DATE b 11$1 ATTACIIMENT A COMPUTER INPUT AND OUTPUT FILES File Name Description Pages Date sitchin input to SITE, horizontal 1 5/13/9712:40 sitehout Output of SITE, horizontal 2 5/13/97 17:42 pointin input for POINT, horizontal 1 5/9/9715:08 pointout Output of POINT, horizontal 2 5/13/9717:44 i h vin input to SITE, vertical 1 5/13/97 12:38 sitevout Output of SITE, vertical 2 5/14/97 00:00 pointin input for POINT, vertical 1 5/9/9715:08 pointout Output of POINT, vertical 2 5/14/97 00:02 TOTAL PAGES, INCLUDING COVER 13 Sheets SiiEET Note: Signature at the top of this sheet signifies that all contained documents have been verified.
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