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Titlebook: Analysis of Geometrically Nonlinear Structures; Robert Levy,William R. Spillers Book 2003Latest edition Springer Science+Business Media Do

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发表于 2025-3-21 16:57:21 | 显示全部楼层 |阅读模式
期刊全称Analysis of Geometrically Nonlinear Structures
影响因子2023Robert Levy,William R. Spillers
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图书封面Titlebook: Analysis of Geometrically Nonlinear Structures;  Robert Levy,William R. Spillers Book 2003Latest edition Springer Science+Business Media Do
影响因子The availability of computers has, in real terms, moved forward the practice of structural engineering. Where it was once enough to have any analysis given 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, geometric nonlinearities are of the same order of magnitude as linear elastic effects in structures. " This theorem implies that in most cases (in all cases of incremental analysis) geometric nonlinearities should be considered. And it is well known that problems of buckling, cable nets, fabric structures, ... REQUIRE the inclusion of geometric nonlinearities. What is offered in the book which follows is a unified approach (for both discrete and 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
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发表于 2025-3-21 22:24:15 | 显示全部楼层
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
发表于 2025-3-22 00:56:57 | 显示全部楼层
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.
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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
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,“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.
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