ML20239A655

Discusses Seismic Design of Nuclear Power Plants,Including Const of Nuclear Plants in Seismically Active Zones

ML20239A655
Person / Time
Site:	05000000, Bodega Bay
Issue date:	02/25/1964
From:	Kouts H Advisory Committee on Reactor Safeguards
To:	Seaborg G US ATOMIC ENERGY COMMISSION (AEC)
Shared Package
ML20234A767	List: IA-85-665, Discusses Seismic Design of Nuclear Power Plants,Including Const of Nuclear Plants in Seismically Active Zones ML20234A761 ML20234A769 ML20234A792 ML20234A798 ML20234A803 ML20234A812 ML20234A816 ML20234A827 ML20234A830 ML20234A838 ML20234A841 ML20234A844 ML20234A847 ML20234A851 ML20234A855 ML20234A858 ML20234A861 ML20234A864 ML20234A868 ML20234A871 ML20234A874 ML20234A893 ML20234A896 ML20234A900 ML20234A911 ML20234A922 ML20234A929 ML20234A932 ML20234A937 ML20234A944 ML20234A956 ML20234A965 ML20234A968 ML20234A976 ML20234A984 ML20234A993 ML20234A996 ML20234A999 ML20234B005 ML20234B008 ML20234B023 ML20234B032 ML20234B035 ML20234B040 ML20234B062 ML20234B066 ML20234B076 ML20234B084 ML20234B098 ... further results
References
FOIA-85-665 NUDOCS 8709180058
Download: ML20239A655 (2)

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., Subject SEIBMIC DESIM CF BUCIEAR POWER PLANTS

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I P-The guestian of appropriate selsde design of nuclear power plants

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has resently esenpf ta h uttention of the Advisory Cosetttee en e

L, Beactor Safeguards. Most of this study has been ealled for because y

of proposals to sonstruet unclear power plants in seismically actiw 1y senes. There have, heuver, also;been.guestians relatin to plants L-to be built in regions ukere seismie activity is low er where h l

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1y h Committee believes,that, especial 1F in, esses of W 1atter kind,

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useertsiaties tu W geology or h seisats,ity may eause a trend

'13 toward shoosing design methods or design parameters with mon een-gF servatism ha is meesssary Adeguate seisnie design guides that

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provide protection eenparable with that provided by other safety j

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Before seisnie design guides er parsmaters are adopted for sones of relative seismie gaiet, h Committee suggests further eensideration l

of the guestion of earthquake probability and magnitude for these

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report in response to the ACRS letter (attached) on i

seismic design criteria. I think it would be a

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