The effects of the joint stiffness and of the constraints on the type of instability of a frame under a follower force

Author:

Kounadis A. N.,Economou A. P.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Computational Mechanics

Reference8 articles.

1. Leipholz, E. H.: Aspects of dynamic stability of structures. J. Eng. Mech. Div. EM2,101, 109?124 (1975).

2. Kounadis, A. N., Giri, J., Simitses, J. G.: Divergence buckling of a simple frame, subject to a follower force. J. Appl. Mech. Trans. ASME45, 426?428 (1978).

3. Kounadis, A. N.: The effects of some parameters on the nonlinear divergence buckling of a nonconservative simple frame. J. de M�canique Appliqu�e3, 173?185 (1979).

4. Simitses, J. G., Kounadis, A. N.: Buckling of imperfect rigid jointed frames. J. of Eng. Mech. Div.104 (1978).

5. Herrmann, G.: Stability of equilibrium of elastic systems subjected to Nonconservative forces. Appl. Mech. Rev.20 (1967).

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