ML20080M384
ML20080M384 | |
Person / Time | |
---|---|
Site: | Limerick |
Issue date: | 01/29/1982 |
From: | BECHTEL GROUP, INC. |
To: | |
Shared Package | |
ML20080M379 | List: |
References | |
8031-G-19, NUDOCS 8310040131 | |
Download: ML20080M384 (530) | |
Text
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Specification 8031-G.19 R3vicion 2
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APPENDIX F REQUIRED RESPONSE SPECTRA (RRS)
OF REACTOR BUILDING AND CONTROL ROOM STRUCTURE FOR LOAD COMBINATIONS OF SEISMIC AND HYDRODYNAMIC LOADS 4
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thru 2 thru 2 thru 2 c-72 *2 F-225 2 F-348 2 2 1/t*/et Issued for Use "d. Arg@*,fe, new eaft atvisions av enet'o aWo no. oart na vision s av . cna'o awo FACING SHEET 8
c LIMERICK GENERATING STATION, UNITS 1 & 2 .gy, P
M #"h PHIIADELPHIA ELECTRIC COMPANY o h k N ea #o E Ns$2c b Sry As trnent Supports of Seismic and Horizontal gess 8031-G-19 Appendix F 2
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Icad Ccrtinations fc: :
Adlacent Structures F-il
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---T Specificaticn 8031-G-19 R3vicicn 2 INDEX TO APPENDIX F Section Page Cover Sheet F-i i i
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. Facing Sheet F-il l Index to Appendix, F F-iii 1.0' Load Combinations for Seismic and F-v Hydrodynamic loads ,
1.0.1 Elevations of the model where F-vi i
. response spectra are f'arnished 1.0.2 Table of Load combinations F-vii 1.0.3 Definition of Terms F-viii 1.0.4 Page Index to elevations where F-ix response spectra are furnished i
( l.1 Horizontal Response Spectra F-1 thru F-144 1.1.1 Upset Condition (la) N-S & E-W F-1 thru F-24 1.1.2 Upset Condition (lb) N-S & E-W F-25 thru F-48 1.1.3 Emergency Condition (2) N-S & E-W F-49 thru F-72 ,
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1.1.4 Faulted Condition (3d) N-S & E-W F-73 thru F-96 1.1.5 Faulted Condition ( 3e) N-S & E-W F-97 thru F-120 1.1.6 Worst Condition (4) N-S & E-W F-121 thru F-144 1.2 vertical Response Spectra ( Adjacent Structure) F-145 thru F-306 1.2.1 Upset Condition (la) F-145 thru F-171 1.2.2 Upset Condition (1b) F-372 thru F-198 1.2.3 Emergency Condition ( 2) F-199 thru F-225 1.2.4 Faulted Condition ( 3d) F-226 thru F-252 1.2.5 Faulted Condition ( 3e) F-253 thru F-279 e .
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- Specificaticn 8031-G-19
. R2visien 2 g Section Page 1.2.6 Worst Condition (4) F-280 thru F-306 1.3 Vertical Response Spectra - F-307 thru F-390 Control Structure (Local) 1.3.1 Upset Condition (la) F-307 thru F-320 1.3.2 Upset Condition (lb) F-321 thru F-334 1.3.3 Emergency Condition (2) F-335 thru F-348 1.3.4 Faulted Condition (3d) -
F-349 thru F-362 1.3.5 Faulted Condition (3e) F-263 thru F-376 1.3.6 Worst Condition (4) F-377 thru F-390 1.4 Horizontal and Vertical Response F-391 thru F-408 Spectra Adjacent Structure -
Envelope of RRS from elevation 177' to elevation 352' e
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Specification 8031-G-19 Revicion 2 i
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( 1.0 Load combinations for seismic and Hydrodynamic loads The Required Response Spectra (RRS) for combined seismic and hydrodynamic loads are being furnished for the purpose of equipment qualification. The spectra have been generated for verious locations on the adjacent structure.
There are 12 response spectra for each elevation in the horizontal direction (six in N-S direction and six in E-W direction) and six response spectra for each location in the vertical direction, as indicated in Tables F-I to F-III. The combinations are based on the square-root-of-the-sum-of-the-squares (SRSS) method as defined by equations on page F-vii. The definition of terms used in these equations is giver 4 on page F-viii.
. The acceleration response spectra is furnished and combined at all frequencies which occur either in the seismic or the hydrodynamic model. If a response spectrum is not available at a certain frequency in either of the models during load combination, a linear interpolated value for the acceleration response is used.
In certain instances, e.g. similar equipment located at various locations and different elevations, it is possible to use elevation envelopes of the RRS. Envalopes have been generated for elevations 177' to 352' for the load combina-( tions given on page F-vii. There are six response spectra for the vertical direction and 12 response spectra in the horizontal direction (six in N-S direction and six in E-W direction), as indicated in Table F-IV.
" Local" Response spectra are provided .in the vertical direc-tion for locations in the control structure floor areas which have a distance in excess of six times the floor thickness from the floor wall connection. Page Index to the local spectra is indicated in Table F-III.
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i Specification 8031-G-19 Revision 2
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LIMERICK GENERATING STATION UNITS 1 AND 2 f, ~
ELEVATIONS OF THE MODEL WHERE RESPONSE SPECTRA ARE FURNISHED F-vi FIGURE 1
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Specification 8031-G-19 R3 vision 2 l.0.2 TABLE OF LOAD COMBINATIONS The following load combinations have been used in . obtaining the combined response spectra fof the_ purpose of _ equipment qua_l_ifi- _
e Condition Load Combination Damping
- 1. Upset at [OBE2 + SRVj]l/2 2%
- b. OBE 1/2%
- 2. Emergency a. [OBE2 , ggy2 ADS + SBA2 j l/2 2%
2
)l/2 2%
- c. [SSE2 + DBA 2 )l/2
- d. Envelope of a, b, & c 2%
- e. SSE . 1/2%
- 4. Worst a. Envelope of la, 2 and 3d 2%
The response spectra provided herein at each location are for the cases la, lb, 2, 3d, 3e and 4.
Curves la, Ib, 2, 3d and 3e should be used when Analysis .
is used as a basis for qualification.
Curves Ib, 3e and 4 should be used when Testing is used as a basic for qualification.
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Specification 8031-G-19 Revision 2 l.0.3 DEFINITION OF TERMS OBE: Operating Basis Earthquake.
SSE: Safe Shutdown Earthquake.
SRV: SRV discharge loads from worst case effects of axisymmetric X and esymmetric load cases. This will require enveloping SRV (SYM) and SRV (ASYM).
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SRVADS: SRV discharge loads for ADS, including worse case effects of all axisymmetric load cases.
SBA: Small Break Accident loads including worst case effects of chugging.
IBA: Intermediate Break Accident loads including worst case effects of CHUGGING and CO(ADS). This will involve enveloping CHUGGING and CO(ADS).
I DBA: Large Break Accident loads including worst case effects of CHUGGING and CO(BASIC). This will require enveloping CHUGGING and CO(BASIC).
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$ Specification 8*.31-G-19 1 - . Rwision 2 [
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i-Page Index to elevations where RRS for load combinations are furnished (Horizontal)
ELEVATION LOCATION UPSET (la)* UPSET (Ib) EMERGENCY (2) FAULTED (3d) FAULTED ( 3e) WORST (4) p N-S E-W N-S E-W N-S E-W N-S E-N N-S E-W N-S E-W
.I 177' Wall F-1 P-13 F-25 F-37 F-49 F-61 F-73 F-85 F-97 F-109 F-121 F-133 b
'e 201' Wall F-2 F-14 F-26 F-38 F-50 F-62 F-74 F-86 F-98 F-110 F-122 F-134 t
217' Wall F-3 F-15 F-27 F-39 P-51 F-63 F-75 F-87 F-99 F-lll F-123 F-135 I i
l 239' Wall F-4 F-16 F-28 F-40 F-52 F-64 F-76 F-88 P-100 F-112 F-124 F-136 ,
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! 253' Wall F-5 F-17 F-29 F-41 F-53 F-65 F-77 F-89 F-101 F-ll3 F-125 F-137 1
269' Wall F-6 F-18 F-30 F-42 F-54 F-66 F-78 F-90 F-102 F-ll4 F-126 F-138 283' Wall F-7 F-19 F-31 F-43 F-55 P-67 F-79 F-91 F-103 F-ll5 F-127 F-139 ;
304' Wall F-8 F-20 F-32 F-44 F-56 F-68 F-80 P-92 P-104 F-ll6 F-128 F-140 313' Wall F-9 F-21 F-33 F-45 F-57 F-69 F-81 F-93 F-105 F-ll7 P-129 F-141' J
333' Wall F-10 F-22 F-34 F-46 F-58 F-70 F-82 F-94 F-106 F-ll8 F-130 F-142
->352' Wall F-ll F-23 F-35 F-47 F-59 F-71 F-83 P-95 F-107 F-119 F-131 F-143 410' Wall F-12 F-24 F-36 F-48 F-60 F-72 F-84 F-96 F-108 -F-120 F-132 F-144 .
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Page Index to elevations dere RRS for loal combinations are furnishal (vertical) - A3jacent Structure E2VNPION 00MIMMP UPSET (la)* UPSET (lb) DIERGENCY(2) FAUIMD(33) FAUDITD(3e) WORST (4) 177 Wil,R.B/C.S P-145 F-172 F-199 F-226 F-253 P-280
.177 Golten, R.B F-146 F-173 F-200 *i 201 211, R. W C.S P-227 F-254 F-281 e P-147 P-174 F-201 F-228 '
201 0)ltsm, R.B F-255 F-282 F-148 F-175 F-202 F-229 F-256 217 Wall, R.WC.S P-149 F-283 ~
f F-176 ' F-203 F-230 F-257
! 217 Cbltsm, R.B F-150 P-284 F-177 F-204 F-231 P-258 239 Wil, R. W C.S F-151 F-285 F-178 F-205 F-232 F-259 253 Wall, R.B/C.S F-152 F-286 F-179 P-206 F-233 F-260 l' 253 mltan, R.B F-153 F-lGO F-287 i F-207 F-234 F-261 F-288 269 Wall, R.B/C.S F-154 F-181 .
F-208 F-235 F-262 F-289 .I 283 Wall, R.B/C.S F-155 F-182 F-209 283 Goltam, R.B F-236 F-263 F-290 F-156 P-183 P-210 F-237 304 Wall, R.B./C.S. F-157 F-264 F-291- )
F-184 P-211 F-238 F-265 313 Wall, R.B./C.S. F-158 F-292 l F-185 P-212 F-239 F-266 313 Cblism, R.B. F-159 F-293 )
F-186 F-213 F-240 F-267 333 Wall, R.B./C.S. F-160 F-294 .l1 F-187 F-214 F-241 P-268 333 mitsm, R.B. F-161 F-295 i:
F-188 F-215 F-242 F-269
- >352 Wall, R.B./C.S. F-162 F-189 F-296 :o a ':
F-216 F-243 F-270 F-297-352 Wltam, R.B. F-163 F-190 F-217 F- 244 E3 l!
F-271 F-298 201 Floor /R.B. F-164 F-191 F-218 (F-245 F-272 F-299 7n 217 Floor /R.B. F-165 F-192 e r=
F-219 FA246 253 Floor /R.B. F-166 F-193 F-220 F-247 F-273 F-274 F-300 F-301 0E 3 283 Floor /R.B. F-167 F-194 F-221 F-248 F-275 g$ '
313 Floor /R.B. F-168 F-302 * .;
F-195 F-222 F-249 F-276 333 Floor /R.B. F-169 F-196 F-223 F-250 F-303 0 ';
352 Floor /R.B. F-277 F-304 i F-170 F-197 F-224 F-251 .
410 Wall /R.B/C.S. F-278 F-305 o !
F-171 F-198 F-225 F-252 F,279 F-306
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- '1he letter in parenthesis refers to the load case on page F-vii. ?.
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Fbr the use of appupciate vertical response spectra refer to paje F-v.
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3 Specification 8031-G-19 {
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Revision 2 l i
1.0.4 TABLE F-III i i Page Index to elevations where RRS for load combinations are l
furnished (Vertical-Local) - Control Structure !
- [ i
. i I ELEVATION UPSET (la )
LD** H D*
- LD HD LD HD LD ' HD LD HD LD HD i i 217 F-307 F-314 F-321 P-328 F-335 F-342 F-349 P-356 F-363 F-370 ti.
I F-377 P-384 1 .
239 F-308 F-315 P-322 F-329 F-336 F-343 F-350 F-357 !
F-364- F-371 F-378 F-385 253 F-309 F-316 F-323 F-330 F-337 F-344 F-351 l F-358 F-365 F-372 F-379 F-386 269 F-310 F-317 F-324 F-331 P-338 F-345 F-352 F-359 F-366 F-373 F-380 F-387 .
289 i.
F-311 F-318 F-325 F-332 F-339 P-346 F-353 F-360 F-367 F-374 F-381 F-38Fe 304 F-312 F-319 F-340 \
F-326 F-333 F-347 F-354 F-361 F-368 F-375 P-382 F-389
! 332 F-313 P-320 F-327 F-334 P-341 F-348 P-355 F-362 P-369 F-376 F-383 F-390 [
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- The letter in parenthesis refers to the load case on page F-vii.
- *LD = Low Damping , HD = High Damping ~
NOTE: For the use of appropriate vertical response spectra refer to page F-v.
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e are furnished for the adjacent structure.Page a Index to load cases W re enve and vertical direction i
' (Envelope frun elevation 177' to 352')
t Page Ntuber Ioad Case Horizontal !
N-S E-W -
Vertical Upset (la), "l F-391 :
F-392 3 Upset (Ib)
F-393 a F-394 1, F-395 ~
i Bnertjency (2) F-396 F-397 F-398 t Faulted (3d) F-399 F-400 F-401 Faulted (3e) F-402 F-403 F-404 -
Wrst (4) F-405 F-406 F-407 F-408 Q
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APPENDIX F l
REQUIRED RESPONSE SPECTRA (RRS)
OF REACTOR BUILDING AND CONTROL ROOM STRUCTURE _
FOR LOAD COMBINATIONS OF SEISMIC kND HYDRODYNAMIC LOADS r
'196/4 p_i
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