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contributor authorH. E. Lindberg
date accessioned2017-05-08T23:34:30Z
date available2017-05-08T23:34:30Z
date copyrightDecember, 1991
date issued1991
identifier issn0021-8936
identifier otherJAMCAV-26335#1092_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/107962
description abstractComparisons between an unknown-but-bounded imperfection model and a random imperfection model show that for simple pointwise failure measures, at least, the two models give the same expressions for their measures of response, but each measure has a distinctly different interpretation. The former gives the maximum possible response for any imperfection within a specified bound. The latter gives the standard deviation of response, which, together with the statistical distribution, can be used to specify the maximum response at a specified confidence level. However, since the statistical distributions of imperfections, and hence of the response are often unknown, confidence levels are difficult to define, especially in the tail of the distribution at high confidence levels. The unknown-but-bounded model requires less information about the imperfections to come to a well-defined bound on response. It is further shown that, while the maximum possible response might seem to be a severe failure avoidance criterion, it can be less constricting than having to impose artificially high confidence levels with poorly known statistical distributions.
publisherThe American Society of Mechanical Engineers (ASME)
titleDynamic Response and Buckling Failure Measures for Structures With Bounded and Random Imperfections
typeJournal Paper
journal volume58
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2897690
journal fristpage1092
journal lastpage1095
identifier eissn1528-9036
keywordsBuckling
keywordsDynamic response
keywordsFailure AND Statistical distributions
treeJournal of Applied Mechanics:;1991:;volume( 058 ):;issue: 004
contenttypeFulltext


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