標(biāo)題: Titlebook: Dynamic Stability of Suddenly Loaded Structures; George J. Simitses Book 1990 Springer-Verlag New York Inc 1990 beam.resonance.shells.stab [打印本頁] 作者: purulent 時間: 2025-3-21 20:00
書目名稱Dynamic Stability of Suddenly Loaded Structures影響因子(影響力)
書目名稱Dynamic Stability of Suddenly Loaded Structures影響因子(影響力)學(xué)科排名
書目名稱Dynamic Stability of Suddenly Loaded Structures網(wǎng)絡(luò)公開度
書目名稱Dynamic Stability of Suddenly Loaded Structures網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Dynamic Stability of Suddenly Loaded Structures被引頻次
書目名稱Dynamic Stability of Suddenly Loaded Structures被引頻次學(xué)科排名
書目名稱Dynamic Stability of Suddenly Loaded Structures年度引用
書目名稱Dynamic Stability of Suddenly Loaded Structures年度引用學(xué)科排名
書目名稱Dynamic Stability of Suddenly Loaded Structures讀者反饋
書目名稱Dynamic Stability of Suddenly Loaded Structures讀者反饋學(xué)科排名
作者: 巫婆 時間: 2025-3-22 00:10
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作者: 鴕鳥 時間: 2025-3-22 02:43
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作者: Overdose 時間: 2025-3-22 05:49
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作者: ethereal 時間: 2025-3-22 09:44 作者: Lumbar-Spine 時間: 2025-3-22 16:35
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作者: Lumbar-Spine 時間: 2025-3-22 19:58
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作者: 吞噬 時間: 2025-3-22 21:16
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.作者: Mucosa 時間: 2025-3-23 03:10
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 作者: GROUP 時間: 2025-3-23 06:34 作者: Additive 時間: 2025-3-23 10:09
https://doi.org/10.1007/978-1-4612-3244-5beam; resonance; shells; stability作者: ethereal 時間: 2025-3-23 16:17
978-1-4612-7932-7Springer-Verlag New York Inc 1990作者: Heresy 時間: 2025-3-23 19:48 作者: triptans 時間: 2025-3-23 23:25
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作者: debris 時間: 2025-3-24 04:20 作者: 細(xì)查 時間: 2025-3-24 09:05 作者: Esalate 時間: 2025-3-24 13:52
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作者: Cultivate 時間: 2025-3-24 17:01 作者: 或者發(fā)神韻 時間: 2025-3-24 19:49 作者: MOT 時間: 2025-3-24 23:45 作者: Stable-Angina 時間: 2025-3-25 05:13 作者: aggrieve 時間: 2025-3-25 10:00 作者: caldron 時間: 2025-3-25 12:33 作者: 商店街 時間: 2025-3-25 19:09 作者: 顛簸地移動 時間: 2025-3-25 22:42 作者: 可互換 時間: 2025-3-26 04:12
Book 1990henomena. It is not surprising, then, that the term finds several uses and interpretations among structural mechanicians. Problems of parametric resonance, follower-force, whirling of rotating shafts, fluid-solid interaction, general response of structures to dynamic loads, and several others are al作者: 果仁 時間: 2025-3-26 06:32
Dynamic Stability Under Constant Load of Finite Duration.. 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 load of infinite duration. Thus, for all three cases the concept of dynamic stability is based on the definition of . and . motion.作者: 證明無罪 時間: 2025-3-26 09:01 作者: Canyon 時間: 2025-3-26 13:11 作者: Corroborate 時間: 2025-3-26 19:58 作者: Barrister 時間: 2025-3-26 21:06 作者: cushion 時間: 2025-3-27 02:28
Erste Vorlesung: Einleitung und überblickal of interest was generated in the dynamic stability of cylindrical shells. Most of the analyses make use of monocoque metallic construction, but in this chapter applications to stiffened metallic and laminated composite configurations will also be presented.作者: 平庸的人或物 時間: 2025-3-27 07:27 作者: TIGER 時間: 2025-3-27 11:02
Dritte Vorlesung: Einkommensungleichheitotal energy-phase plane approach is used for one model. For the same model, the equations of motion approach is also used, for demonstration and comparison purposes. The main emphasis, though, is placed on the total potential energy approach.作者: Exposition 時間: 2025-3-27 16:07
Simple Mechanical Modelsotal energy-phase plane approach is used for one model. For the same model, the equations of motion approach is also used, for demonstration and comparison purposes. The main emphasis, though, is placed on the total potential energy approach.作者: Minatory 時間: 2025-3-27 18:51 作者: Fortuitous 時間: 2025-3-27 23:21 作者: Breach 時間: 2025-3-28 05:12
Introduction and Fundamental Conceptsnomena; in some instances the term is used for two distincly different responses for the same configuration subjected to the same dynamic loads. Therefore, it is not surprising that there exist several uses and interpretations of the term.作者: 元音 時間: 2025-3-28 09:19
The Influence of Static Preloadingt the bottom of the ocean, at a reasonable depth. Then the submarine is subjected to a sudden blast load. This additional loading is the dynamic load,which can be idealized as an ideal impulse or a sudden load of finite duration ..作者: Ringworm 時間: 2025-3-28 11:00 作者: 巡回 時間: 2025-3-28 17:09 作者: 運(yùn)氣 時間: 2025-3-28 20:33
The Concept of Dynamic Stabilityanalysis shows that there exists s bifurcation point and the postbucking branch corresponds to stable static equilibrium positions), there is no clear criterion of instability, although the criterion used for establishing critical conditions is very simple. When some characteristics deflection incre作者: 斗爭 時間: 2025-3-28 23:02
Two-Bar Simple Frames approaches discussed in Chapter 1. Moreover, if the support of the horizontal bar is movable along a vertical plane (Figure 6.1, model B), then the frame is imperfection sensitive for all loads. First the static analysis is presented and then the energy approach is employed for the estimation of cr作者: GENUS 時間: 2025-3-29 05:24
The Shallow Archn [9] to introduce a different criterion for dynamic stability. The interested reader is also referred to the work of Lo and Masur [10] and of Huang and Nachbar [11], who added the effect of initial geometric imperfections and viscoelastic behavior. More recently, stability boundaries (interaction c作者: Ventricle 時間: 2025-3-29 07:33
Dritte Vorlesung: Einkommensungleichheitanalysis shows that there exists s bifurcation point and the postbucking branch corresponds to stable static equilibrium positions), there is no clear criterion of instability, although the criterion used for establishing critical conditions is very simple. When some characteristics deflection incre
