Nonlinear Stability of Structures pp 369-415 | Cite as
Computational Concepts for Kinetic Instability Problems
Chapter
Abstract
In order to decide upon the stability of a certain time-dependent response \( \bar X = \left\{ {\bar V,\bar V} \right\} \) we now continue with section 1.5.
Keywords
Instability Region Cylindrical Panel Perturbation Vector Static Equilibrium State Nonconservative System
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