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Titlebook: Optimization in Structural Design; Symposium Warsaw/Pol Antoni Sawczuk,Zenon Mróz Conference proceedings 1975 Springer-Verlag, Berlin/Heide

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樓主: 瘦削
21#
發(fā)表于 2025-3-25 06:47:50 | 只看該作者
Optimal Design of Suspension SystemsThe subject of the present paper is the optimum design of suspension systems which can be used as elements of hanging roofs for covering large areas. The following systems are considered: (a) single-layer systems, (b) double-layer systems, (c) cable nets.
22#
發(fā)表于 2025-3-25 10:39:44 | 只看該作者
Optimal Design of Shells with Respect to Their StabilityThin-walled shells are often subject to the loss of stability and then the corresponding constraint should be taken into account in their structural optimization.
23#
發(fā)表于 2025-3-25 12:29:50 | 只看該作者
24#
發(fā)表于 2025-3-25 17:27:20 | 只看該作者
On Singularities, Local Optima, and Formation of Stiffeners in Optimal Design of Platesderived by variational methods. However, the optimum plates obtained in this way have fairly smooth thickness variation, and, compared with corresponding plate structures equipped with stiffeners or ribs, at least some of them must be considered as local optima.
25#
發(fā)表于 2025-3-25 22:48:16 | 只看該作者
26#
發(fā)表于 2025-3-26 04:01:26 | 只看該作者
27#
發(fā)表于 2025-3-26 05:18:10 | 只看該作者
On Conservatively Loaded Funicular Arches and their Optimal Designe systems may be obtained by the application of classical variational procedures. Many examples of this type have appeared in the literature, a review of which up to the year 1968 is given by Sheu and Prager [1]. Beginnings are being made toward optimization of non-conservative elastic systems.
28#
發(fā)表于 2025-3-26 11:44:24 | 只看該作者
29#
發(fā)表于 2025-3-26 12:46:40 | 只看該作者
30#
發(fā)表于 2025-3-26 18:17:43 | 只看該作者
978-3-642-80897-5Springer-Verlag, Berlin/Heidelberg 1975
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