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Criterion for the stability of the partial indices of a circular matrix function

✍ Scribed by P. M. Tishin


Book ID
105099337
Publisher
SP MAIK Nauka/Interperiodica
Year
1988
Tongue
English
Weight
344 KB
Volume
44
Category
Article
ISSN
0001-4346

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## Abstract A direct method is described for the evaluation of the critical loads on deep circular arches having various forms of end support. The method is applicable to arches of non‐uniform flexural rigidity and may cater for arbitrary forms of applied load distribution. The results calculated f