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標(biāo)題: Titlebook: Optimal Structural Design under Stability Constraints; Antoni Gajewski,Michal Zyczkowski Book 1988 Kluwer Academic Publishers 1988 design. [打印本頁]

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書目名稱Optimal Structural Design under Stability Constraints影響因子(影響力)




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978-94-010-7737-8Kluwer Academic Publishers 1988
作者: 一大塊    時間: 2025-3-22 07:17
Optimal Structural Design under Stability Constraints978-94-009-2754-4Series ISSN 0924-2112
作者: 容易懂得    時間: 2025-3-22 10:45
Methods of Structural Optimization,There exists a fairly extensive literature on optimization methods: references to over 500 monographs and textbooks are given, [0.298] – [0.827]. Hence, we quote here only some more important optimality conditions and solution methods.
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Arches,cation and snap-through. All these forms may be investigated by the analysis of small vibrations imposed on the static deformation of the arch. Hence, similarly as in Chapter 4, we base our considerations on geometrically nonlinear equations of linearly-elastic arches with stretchable axis (the anal
作者: Irrigate    時間: 2025-3-23 07:29
Trusses and Frames,three kinds of bifurcation may occur (buckling of individual bars or groups of bars; in-plane loss of stability due to additional tension or compression but without buckling of individual bars; out-of-plane loss of stability resembling lateral buckling of high beams), and snap-through is also possib
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Thin-Walled Bars,ll, torsional buckling, and a combination of these phenomena. The above buckling modes, called jointly “the overall buckling”, may be investigated under the assumption of undeformable cross-sectional profiles. However, in fact, the profiles may also be subject to deformation, and we mention here loc
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作者: 遺產(chǎn)    時間: 2025-3-24 05:47
Antoni Gajewski,Michal Zyczkowskit have one. Here it will be argued that Kissinger’s policies with respect to major issues — SALT, rapprochement with the PRC, economic detente, and the Vietnam negotiations — did imply some major premises about the emerging international system and about his assumptions concerning how to shape it. T
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Antoni Gajewski,Michal Zyczkowski and tetraplegics, who previously would, quite simply, have died. However, the central issue for the late twentieth century is not whether people with a spinal injury can be kept alive, but what kind of life they can expect. This issue of the quality of life is of central importance, not just to tho
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Antoni Gajewski,Michal Zyczkowski and tetraplegics, who previously would, quite simply, have died. However, the central issue for the late twentieth century is not whether people with a spinal injury can be kept alive, but what kind of life they can expect. This issue of the quality of life is of central importance, not just to tho
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作者: 放棄    時間: 2025-3-25 03:03
0924-2112 s treated stability constraints in a sufficiently broad and comprehensive manner. The purpose of the present book is to fill this gap. The contents include a di978-94-010-7737-8978-94-009-2754-4Series ISSN 0924-2112
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Optimal Structural Design under Stability Constraints
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an as a “mosaic” [one of Kissinger’s favourite terms] in which each of the parts is integral to the whole conception’.. But the best improvisations emanate from a concept underneath the apparent spontaneity, and this was in fact the case with Kissinger’s most important policies.
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Antoni Gajewski,Michal Zyczkowskian as a “mosaic” [one of Kissinger’s favourite terms] in which each of the parts is integral to the whole conception’.. But the best improvisations emanate from a concept underneath the apparent spontaneity, and this was in fact the case with Kissinger’s most important policies.
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Plates and Panels,reep is not allowed for, then the membrane forces do not depend on time. The assumption of small static or dynamic deflections during buckling makes it possible to disregard mutual interaction between membrane state and bending state.
作者: anesthesia    時間: 2025-3-26 18:52
Shells,l pressure were initiated in the fifties of the XIX-th Century (W.Fairbairn [8.49], and a rough theoretical background was given within the next years (F. Grashof [8.70], J.A. Bresse [5.10]), but a more general theory was derived at the beginning of the XX-th Century.
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Book 1988f structural optimization under stability constraints occurred only in the last twenty years. In numerous optimal structural design problems the stability phenomenon becomes one of the most important factors, particularly for slender and thin-walled elements of aerospace structures, ships, precision
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Elements of the Theory of Structural Stability,. The fundamental motion is then described by static displacements constant in time and zero velocities, corresponding to equilibrium. In creep problems, stability of a quasi-static motion may also be investigated.
作者: obscurity    時間: 2025-3-27 08:09
Problems of Optimal Structural Design,ain constraints. These constraints are usually expressed in terms of some other variables, called state variables or behavioural variables; they may also appear in the objective function and are interrelated and related to design variables by the equations of state.
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Thin-Walled Bars,al buckling of plate or shell elements of thin-walled bars, lateral buckling of individual elements and various possible combinations. Overall buckling modes are more typical for bars with open profiles and local buckling modes — for closed profiles, but this is not a general rule.
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