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The influence of the behaviour of the load on the frequencies and critical loads of arches with flexibly supported ends

โœ Scribed by Y. Wasserman


Publisher
Elsevier Science
Year
1977
Tongue
English
Weight
787 KB
Volume
54
Category
Article
ISSN
0022-460X

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Free vibrations of circular arches about a prestressed static equilibrium state are investigated. The equations of motion for the small amplitude free vibrations about the initial equilibrium state attained under distributed tangential and normal loading derived in a previous paper, and specialized