ML20094A439
| ML20094A439 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 12/31/1982 |
| From: | GIBBS & HILL, INC. (SUBS. OF DRAVO CORP.) |
| To: | |
| Shared Package | |
| ML20094A400 | List: |
| References | |
| FIS-4R, NUDOCS 8411060420 | |
| Download: ML20094A439 (31) | |
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I 3 I 8411060420 840620 PDR ADOCK 05000445 A PDR G::BBS I I RECElVED]TCTV329 '82 JUN 7 1984 l CYOUA - SAN FRANCISCO i
I l' t. i CPSES 1 REFINED RESPONSE SPEC'~RA FOR SERVICE WATER INTATE STRUCTURE I i l Presented herewith are the refined floor response spectra for the S.V. Intake structure (references 2 and 3) based on existing response spectra (reference 1) and developed l primarily for as-built piping analysis. These response spectra have been refined based upon improved curve smoothing technicues by use of esmputer, instead of by hand. Therefore, undue hand smoothing and digitizing have been I eliminated.
- Also, improved interpolation has been used at lumped masses based en time history responses. The results i
are plotted in terms of accelerations versus frequencies for I ease of use. The results are presented in figures 1358-3 through 1363-B l and 1349-B through 1354-3 which are summarized in Table no.;- Also the digitized values of the same spectra are included at the end of the book. Each figure refers to a specific floor of the building, and contains three curves labeled Ax, Ay and A, which represent the spectral accelerations in the x, y and : orthogonal directions respectively due to the combined effect of three simultaneous earthquakes at the specified % damping. Please j nere that As and Ax are in the east-west and the north-south directions respectively while Ay is in the vertical direction based upon the plant's general coordinate system. i 3 All soectra presented in this report include the coupling effects of non-symmetric structure. The curves shown are for the most critical location of the floor, considering the combined effect of translatien and rotation.
References:
l. "Instructura Response Spectra for S.W. Intake Structure," Gibbs & Hill report no. FIS-2R, June 1976. 2. "TUSI Refined
Response
Spectra for S.W. Intake Structure," calculation book no. FIS-2C, Rev. O Computer output for S.W. Intake Structure," 3. "TUSI comput.er output' file no.. FMI-l? Set 4, Rev. O. ei e ! t I r i i n
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SUMMARY
OF REFINED FLOOR RESPONSE SPECTRA J I I I i l i i FIGURE l FLOOR I DAMPING l EARTHQUAKE l "'YPE OF MO!!CN l l No. I ELEVATION l l l l .==-- _=.-- I 1355-B i 838.00 FT. l 1 l 1/2 SSE l TRANSL. & ROT. 1 I - I I I I l l l 1359-B l 796.00 FT. I 1 l 1/2 SSE l TRANSL. & RCT. l 1 I I I I I I l 1360-B l 755.00 FT. I 1 l 1/2 SSE l TRANSL. & ROT. l .=_2_____.____=--- --. - - = - - -. _ _ _ _ = - ----- - i l 1361-B l 838.00 Fr. I 2 1 1/2 SSE i TRANSL. & ROT-l l 1 I I I I l l 1362-B l 796.00 FT. l 2 l 1/2 SSE l TRANSL. & RCT. l 1 I i i l i I i 1363-B l 755.CC FT. I 2 1 1/2 SSE I TRANSL. & RCT. l 1 1349-B l 838.00 FT. l 2 l SSE l TRANSL. & RCT. l I I I I I I l 1350-B l 796.00 FT. I 2 l SSE l TRANSL. & RO!. I I I I I I i i 1351-B l .755.00 FT, l 2 l SSE l TRANSL. & ROT. l . = = =. - l 1352-B I e38.co FT. I 3 i SSE l TRANSL. & RcT. l l l l l-1 I i i 1353-B l 796.00 FT. l 3 l SSE l TRANSL. & RCT. l l i I I I I I l 1354-5 l 755.00 FT. l 3 l SSE l TRANSL. & ROT. l l, +========.- . = = = = = = = _ _ _ _. _ _ _ _ _ _ - - - - = = =. 'I L l i TI I w SERVICE WATER INTAKS STRUC". i i i i i i e i e t l l t ) NCKM i ="' - 6 ! 6 m-- tw e > i a ..d,9
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