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Titlebook: Optimization and Artificial Intelligence in Civil and Structural Engineering; Volume I: Optimizati B. H. V. Topping Book 1992 Springer Scie

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21#
發(fā)表于 2025-3-25 04:26:07 | 只看該作者
Optimal Design of Large Discretized Systems by Iterative Optimality Criteria Methods,based optimality criteria (COC) is given and certain fundamental concepts are introduced. The analytical COC approach is illustrated by three simple examples in which the differences between optimal plastic and optimal elastic strength design are also explained and it is shown that the solution is i
22#
發(fā)表于 2025-3-25 09:03:40 | 只看該作者
23#
發(fā)表于 2025-3-25 12:51:18 | 只看該作者
24#
發(fā)表于 2025-3-25 16:50:01 | 只看該作者
Optimal Design for Static and Dynamic Loading,ic programming (SQP) technique is presented. In order to reduce the number of design variables a method of decomposing the structure into substructures is shown, in which the optimization problem itself is also decomposed into one “superior” problem and a number of “inferior” problems, the later cor
25#
發(fā)表于 2025-3-26 00:02:36 | 只看該作者
Optimal Design and Optimization of Structures,rections recently explored by the authors. Special attention is given to the problem of optimization under multiple load combinations in steel structures. Finally a parallel processing strategy for an optimal analysis and design of coupled field-structural problems is presented.
26#
發(fā)表于 2025-3-26 03:12:58 | 只看該作者
27#
發(fā)表于 2025-3-26 06:34:12 | 只看該作者
28#
發(fā)表于 2025-3-26 09:01:55 | 只看該作者
U. Kirschructural change of wave packets, without explicit discussions of the propagation property of wave packets, which is possible only when the structure independence theorem discussed in Chapter 2 holds. However, when the structure independence theorem is not valid, we have to take the propagation prope
29#
發(fā)表于 2025-3-26 13:36:58 | 只看該作者
30#
發(fā)表于 2025-3-26 20:33:23 | 只看該作者
G. I. N. Rozvany,W. Gollub,M. Zhouructural change of wave packets, without explicit discussions of the propagation property of wave packets, which is possible only when the structure independence theorem discussed in Chapter 2 holds. However, when the structure independence theorem is not valid, we have to take the propagation prope
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