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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書(shū)目名稱Dynamic Stability of Suddenly Loaded Structures影響因子(影響力)




書(shū)目名稱Dynamic Stability of Suddenly Loaded Structures影響因子(影響力)學(xué)科排名




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書(shū)目名稱Dynamic Stability of Suddenly Loaded Structures讀者反饋學(xué)科排名

巫婆

Simple Mechanical Modelsstability for the extreme cases of the ideal impulse and sudden constant load of infinite duration. These models are typical of imperfection-sensitive structural configurations. They are kept as simple as possible, so that the emphasis can easily be placed on the concepts rather than on complex math

鴕鳥(niǎo)

Dynamic Stability Under Constant Load of Finite Durationinite duration, time . (Figure 3.1). After the release of the force ., the system moves because of the energy imparted, during the action of the load .. The concept of dynamic stability for this particular load case is similar to the concept used in the cases of the ideal impulse and of the constant

Overdose

The Influence of Static Preloadingntly 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

ethereal

Lumbar-Spine

Two-Bar Simple Frames and boundary conditions. If both supports are immovable, and if the loading is a distributed load, the response is one of stable equilibrium and there is no possibility of static instability, either through the existence of a bifurcation point or through a limit point. Similarly, for the same suppo

Lumbar-Spine

The Shallow Archlf-sine-wave initial shape and a half-sine wave distributed lateral load. They treated the two extreme cases of sudden loads: that of constant magnitude and infinite duration and the ideal impusle case. Following this first paper, several studies are reported in the literature, in the middle to late

吞噬

The Shallow Spherical Cap. Because of this, the designer of such systems is interested in their response and in particular in the level of the load under which snap-through can take place. This,of course, is a primary considerationin the design of these configurations.

Mucosa

Thin Cylindrical ShellsThese systems are subjected to destabilizing loads in service, and since these loads are often dynamic in nature, it is not surprising that a great deal of interest was generated in the dynamic stability of cylindrical shells. Most of the analyses make use of monocoque metallic construction, but in

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