標題: Titlebook: Analysis of Geometrically Nonlinear Structures; Robert Levy,William R. Spillers Book 2003Latest edition Springer Science+Business Media Do [打印本頁] 作者: MIFF 時間: 2025-3-21 16:57
書目名稱Analysis of Geometrically Nonlinear Structures影響因子(影響力)
書目名稱Analysis of Geometrically Nonlinear Structures影響因子(影響力)學科排名
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書目名稱Analysis of Geometrically Nonlinear Structures被引頻次
書目名稱Analysis of Geometrically Nonlinear Structures被引頻次學科排名
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書目名稱Analysis of Geometrically Nonlinear Structures年度引用學科排名
書目名稱Analysis of Geometrically Nonlinear Structures讀者反饋
書目名稱Analysis of Geometrically Nonlinear Structures讀者反饋學科排名
作者: febrile 時間: 2025-3-21 22:24
Book 2003Latest editiongiven a complex configuration, the profession today is much more demanding. How engineers should be more demanding is the subject of this book. In terms of the theory of structures, the importance of geometric nonlinearities is explained by the theorem which states that "In the presence of prestress作者: guzzle 時間: 2025-3-22 00:56
Nonlinear Analysis of Space Frames, ends of the members. That is not the case for space frames where members can still be rotated about their axes after their ends have been located. From another side, joint rotations in plane frames can still be treated as scalars while joint rotations in space frames require the concept of a rotation matrix.作者: 采納 時間: 2025-3-22 08:11 作者: Ballad 時間: 2025-3-22 12:00 作者: 魅力 時間: 2025-3-22 13:10 作者: 平靜生活 時間: 2025-3-22 20:00
Book 2003Latest editiond continuous systems) to geometric nonlinearities which incidentally does not require a discussion of large strain. What makes this all work is perturbation theory. Let the equations of equilibrium for a system be written as where P represents the applied loads, F represents the member forces or str作者: Graves’-disease 時間: 2025-3-23 00:26 作者: ZEST 時間: 2025-3-23 02:02 作者: 干涉 時間: 2025-3-23 06:36
,“Exact” Analysis of Trusses,their loaded state and a constitutive equation must be satisfied. In this chapter all these conditions are met for the truss. The only restriction here is that the truss bars or elements be linear springs whose forces are proportional to their true length change.作者: labile 時間: 2025-3-23 10:58 作者: 上下倒置 時間: 2025-3-23 13:51 作者: 意外 時間: 2025-3-23 21:52
Cable Nets and Fabric Structures,uctures. Here the concern is with how cable nets and fabric structures are designed. This in turn raises the question of how shape is to be determined which in turn returns to the question of the application of some methods of nonlinear analysis. But no new analysis topics are introduced in this cha作者: Banquet 時間: 2025-3-24 01:07 作者: Ostrich 時間: 2025-3-24 03:58
Nonlinear Analysis of Shells,inear Analysis of Space Frames, to remove rigid body rotations (Levy and Gal 2002.). Chapter 6 discussed a “membrane shell”, using a finite element developed for fabric structures applications where the stress levels are almost constant. The approach to shell buckling of this chapter is quite genera作者: 使人入神 時間: 2025-3-24 09:12 作者: 極肥胖 時間: 2025-3-24 12:36
State Transformations: A CPE-Perspectivetheir loaded state and a constitutive equation must be satisfied. In this chapter all these conditions are met for the truss. The only restriction here is that the truss bars or elements be linear springs whose forces are proportional to their true length change.作者: cacophony 時間: 2025-3-24 15:53 作者: 松軟無力 時間: 2025-3-24 19:25
https://doi.org/10.1007/978-3-031-11545-5uctures. Here the concern is with how cable nets and fabric structures are designed. This in turn raises the question of how shape is to be determined which in turn returns to the question of the application of some methods of nonlinear analysis. But no new analysis topics are introduced in this chapter.作者: Expressly 時間: 2025-3-25 01:29 作者: Abnormal 時間: 2025-3-25 05:11 作者: 東西 時間: 2025-3-25 11:08 作者: 冷峻 時間: 2025-3-25 13:50
State Transformations: A CPE-PerspectiveThis chapter is restricted to a review of the displacement or node method of linear structural analysis. Many good references on this topic are available to the reader. (See for example Spillers, 1972.)作者: 共同給與 時間: 2025-3-25 17:34 作者: 雄偉 時間: 2025-3-25 23:09
Linear Structural Analysis,This chapter is restricted to a review of the displacement or node method of linear structural analysis. Many good references on this topic are available to the reader. (See for example Spillers, 1972.)作者: Leaven 時間: 2025-3-26 03:32 作者: 比賽用背帶 時間: 2025-3-26 08:07 作者: 審問 時間: 2025-3-26 12:18 作者: 淺灘 時間: 2025-3-26 16:17
Nonlinear Analysis of Membranes,you are going to discuss fabric structures you need access to a membrane finite element. The plane stress/strain element which follows is probably the most simple finite element which can be discussed. Since the functional dependence of the element upon the node coordinates is so simple, it is an easy matter to apply perturbation methods to it.作者: SPECT 時間: 2025-3-26 19:57
Cable Nets and Fabric Structures,uctures. Here the concern is with how cable nets and fabric structures are designed. This in turn raises the question of how shape is to be determined which in turn returns to the question of the application of some methods of nonlinear analysis. But no new analysis topics are introduced in this chapter.作者: 先兆 時間: 2025-3-26 21:10 作者: 受傷 時間: 2025-3-27 04:54 作者: 松軟 時間: 2025-3-27 09:05 作者: hypotension 時間: 2025-3-27 11:04 作者: 大喘氣 時間: 2025-3-27 14:06
https://doi.org/10.1007/978-3-319-76291-3you are going to discuss fabric structures you need access to a membrane finite element. The plane stress/strain element which follows is probably the most simple finite element which can be discussed. Since the functional dependence of the element upon the node coordinates is so simple, it is an ea作者: 母豬 時間: 2025-3-27 20:09
https://doi.org/10.1007/978-3-031-11545-5uctures. Here the concern is with how cable nets and fabric structures are designed. This in turn raises the question of how shape is to be determined which in turn returns to the question of the application of some methods of nonlinear analysis. But no new analysis topics are introduced in this cha作者: 滲入 時間: 2025-3-27 23:28
The Digital Revolution Is Everywhere,so is quite simple. It is now common to use the so-called beam-column equations to generate the element stiffness for plane frames. The question is then what should be done in the case of three-dimensional frames. This chapter suggests that if “beam-columns” are used in plane frames then “three-dime作者: 來這真柔軟 時間: 2025-3-28 05:41
Digitalization in Finance and Accountinginear Analysis of Space Frames, to remove rigid body rotations (Levy and Gal 2002.). Chapter 6 discussed a “membrane shell”, using a finite element developed for fabric structures applications where the stress levels are almost constant. The approach to shell buckling of this chapter is quite genera作者: GRAIN 時間: 2025-3-28 09:18 作者: 獨裁政府 時間: 2025-3-28 13:44
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