Features of the quasistatic computing elastic structures under short-time loading
Matematičeskoe modelirovanie, Tome 14 (2002) no. 1, pp. 103-109.

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A numerical technique for analysis of elastic structure details during their short-time loading by the method of separating the static components has been developed. Using this technique a number of features of dynamic behaviour of the solution has been found in the problem of dynamics of a beam with fixed ends under the action of the distributed axial load.
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N. V. Bocharov. Features of the quasistatic computing elastic structures under short-time loading. Matematičeskoe modelirovanie, Tome 14 (2002) no. 1, pp. 103-109. http://geodesic.mathdoc.fr/item/MM_2002_14_1_a7/

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