Effect of foundation nonlinearity on the nonlinear transient response of orthotropic shallow spherical shells

Author:

Jain R. K.,Nath Y.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanical Engineering

Reference16 articles.

1. Winkler, E.: Die Lehre von der Elastizit�t und Festigkeit. Prag: Dominicus 1867

2. Pasternak, P. L.: On a new method of analysis of an elastic foundation by means of two foundation constants (in Russian). Moscow: Gosudarstvennoe Izdatelstvo Literaturi Po Stroitelstou i Arkhitekture 1954

3. Het�nyi, M.: Beams on elastic foundations. Ann Arbor: The Univ. of Michigan 1946

4. Kerr, A. D.: Elastic and viscoelastic foundation models. J. Appl. Mech. 31 (1964) 491?498

5. Levinson, M.; Bharatha, S.: Elastic foundation models ? a new approach. Proc. 4th Symp. on Eng. Appl. Solid Mech., Canadian Society of Mechanical Engineering (R & D), Sheridan Park Research Community, Canada 1978, pp. 177?189

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