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Titlebook: Dynamic Stability of Suddenly Loaded Structures; George J. Simitses Book 1990 Springer-Verlag New York Inc 1990 beam.resonance.shells.stab

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https://doi.org/10.1007/978-1-4612-3244-5beam; resonance; shells; stability
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978-1-4612-7932-7Springer-Verlag New York Inc 1990
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Dritte Vorlesung: Einkommensungleichheited to the investigation of Koning and Taub [1], who considered the response of an imperfect (half-sine wave), simply supported column subjected to a sudden axial load of specified duration. Since then, many studies have been conducted by various investigators on structural systems that are either su
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Vierte Vorlesung: Chancengleichheitntly applied for a given time duration. The cases of finite duration ., see Figure 3.1, as well as the extreme cases of ideal impulse (T.➙0) and constant load of infinite duration . .➙∞., have been presented in the previous chapters. Although one may find several systems that fall in the category of
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