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AbstractAbstract
[en] The major design features investigated are: dome shape, the prestress level provided to counteract accident pressure, the effect of diameter variation, and the design pressure used to size the containment. The optimum dome shape and optimum prestress level are used to investigate the effect of variations in diameter and design pressure on containment cost. The containment internal diameter is fixed at 150 feet for investigation of dome shape, prestress level and design prestress. A hemispherical dome containment with a prestress level of 1.25 P/sub a/ is recommended regardless of design pressure selected. A design pressure of 60 psi is recommended. No significant cost penalty is associated with diameter variation in the range of 145 to 155 feet
Primary Subject
Source
American power conference; Chicago, IL, USA; 23 - 25 Apr 1979; CONF-790443--
Record Type
Journal Article
Literature Type
Conference
Journal
Proceedings of the American Power Conference; ISSN 0097-2126;
; v. 41 p. 182-186

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INIS VolumeINIS Volume
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