Show simple item record

contributor authorJuan José Egozcue
contributor authorAntonio Aguado
date accessioned2017-05-08T20:55:47Z
date available2017-05-08T20:55:47Z
date copyrightNovember 1995
date issued1995
identifier other%28asce%290733-9445%281995%29121%3A11%281722%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32136
description abstractPrograms for the safety control of nuclear power plants include those that check the prestressing forces in the containment by pullout testing. The selection of the range of tolerance for stresses may be approached as a decision problem in a context of uncertainty. A priori analysis of this decision is made by assuming several simplifications of both the possible actions and the random states that may arise. This analysis shows that the pullout tests, carried out to check the state of prestressing of the containment structure of nuclear power plants, may show to be excessively costly if the ranges of tolerance are strict; if they are wide, these tests are unlikely to fulfill their purpose. This analysis also reveals that the position of nuclear authorities with regard to technically unjustified shutdowns of plants can influence significantly the optimal range of tolerance for stresses in pullout tests of tendons.
publisherAmerican Society of Civil Engineers
titleSafety Control of Prestressing in Nuclear Plants
typeJournal Paper
journal volume121
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1995)121:11(1722)
treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 011
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record