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By George Herrmann

ISBN-10: 1483198219

ISBN-13: 9781483198217

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24] H . E. LINDBERG, Buckling of a very thin cylindrical shell due to an impulsive pressure, J. Appl. , 31, 267 (1964). [25] G. R. ABRAHAMSON and J. N , GOODIER, Dynamic plastic flow buckling of a cylindrical shell from uniform radial impulse. Proc. S. National Congress of Applied Mechanics, American Society of Mechanical Engineers, New York, 1962, p. 939. der Elastostatik, Julius Springer, Berlin, 1950. [26] A. PFLÜGER, Stabilitätsprobleme [27] H A N S ZIEGLER, D i e Stabihtätskriterien der Elastomechanik, Ingenieur-Archiv, 20, 49 (1952).

STOKER N e w York University 1. I N T R O D U C T I O N IN THIS talk I deal with two quite different aspects of the concept of stability of a given motion of a dynamical system. The first concerns the idea of stability itself, with the object of reminding you that stability in dynamics is an idea that means different things to different people, a n d that an analysis of it soon leads to the uncovering of various basic conceptual a n d logical difficulties. Criteria for stability that are logically sound, and also practically applicable, are not easy to come by either.

V, (3) h, + (uh), + (vh).. = 0. * This is not to be interpreted as a rejection of the linear stability studies in general. For motions on a global scale there seems to be evidence that the wavelengths at which instabilities occur are roughly in accord with inferences from observations. The studies being reported here refer to motions on a much smaller scale, but they are then studied in the details. 50 J . J . ) This is a system of three first-order nonlinear partial differential equations for three dependent functions of three independent variables.

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Dynamic Stability of Structures. Proceedings of an International Conference Held at Northwestern University, Evanston, Illinois by George Herrmann


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