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Determination of natural frequencies of elastic structures by Wittrick and Williams' method (IM-TS-086)
Last updated on 12 July 2013 2:18
Determination of the natural frequencies of elastic structures usually involves finding values of frequency (W) which satisfy an algebraic or transcendental "frequency equation" of the type K(W) =0. In general K(W) is a complicated function and difficulties arise in any computer algorithm developed to find the solutions (eigenvalues) in being...
Author(s):
Clark R.A.
Organisation(s):
British Rail Research ;
1977
United Kingdom
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