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Soviet Applied Mechanics

, Volume 4, Issue 11, pp 63–68 | Cite as

Proper motions and critical parameters of elastic beams under nonconservative loading

  • S. D. Leites
Article
  • 17 Downloads

Keywords

Critical Parameter Proper Motion Elastic Beam Nonconservative Loading 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Literature Cited

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    A. A. Belous, “Vibrations and static instability of two- and three-dimensional frames,” in: Nonconservative Problems in Elastic Stability Theory [in Russian], Gosstroiizdat, Moscow (1955).Google Scholar
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    A. V. Dyatlov, “Some dynamic stability problems for elastic systems” in: Investigations in the Theory of Structures [in Russian], No. 11, Gosstroiizdat, Moscow (1962).Google Scholar
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    M. A. Lavrent'ev and A. Yu. Ishlinskii, “Dynamic of stability-loss modes for elastic systems,” Dokl. AN SSSR, Novaya Seriya, Vol. 64, No. 6 (1949).Google Scholar
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    B. L. Nikolai, “Stability criterion for elastic systems,” Trudy Odessk. In-ta Inzhenerov Grazhd. i Kommun. Stroit., No. 1 (1939).Google Scholar
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    V. G. Chudnovskii, Methods of Calculating Vibrations and Stability of Trusses [in Russian], Izd-vo AN UkrSSR, Kiev (1952).Google Scholar
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    M. Beck, “Die Knicklast des einseitig engespannten, tangential gedruckten Stabes,” Zeitschrift angew. Math. Phys. No. 3 (1952).Google Scholar
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    H. König, “Die Knickkraft beim einseitig eingespannten Stab unter nichtrichtungstreuer Kraftwirkung,” Stahlbau, No. 5 (1960).Google Scholar

Copyright information

© Consultants Bureau 1972

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  • S. D. Leites

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