CORE
发表于 2025-4-1 03:02:33
https://doi.org/10.1007/978-1-4615-7993-9he design parameters. A two-level procedure is developed which allows to determine number of elements and optimal segmentation for beam, plate or truss structures. Some illustrative examples are treated in details.
保留
发表于 2025-4-1 08:57:42
http://reply.papertrans.cn/29/2812/281167/281167_62.png
sclera
发表于 2025-4-1 13:14:41
https://doi.org/10.1007/978-0-387-09515-8solutions. Due to the high optimization capability of modern OC methods, the latter provides simultaneous optimization of geometry and topology, with a high degree of accuracy. Finally, a new, extended optimal layout theory for multiload, multipurpose structures is outlined and applications to particular classes of problems given.
clarify
发表于 2025-4-1 17:15:15
Deepak G. Nair,Robert B. Smith III matrix form. The validity of the proposed method is demonstrated by the numerical example concerning with out-of-plane bending of a planar frame structure, for which the homologous constraint is set to keep a member straight.
arbovirus
发表于 2025-4-1 20:17:44
Conference proceedings 1994among continuous sets. Optimum sizing from lists of available profiles, segmentation; as well as allocation and number of supports, sensors or actuators, are good exam ples of such problems for which design variables may be chosen only from finite sets. The above problems are having not only import
cumulative
发表于 2025-4-2 02:30:45
http://reply.papertrans.cn/29/2812/281167/281167_66.png
largesse
发表于 2025-4-2 03:02:36
http://reply.papertrans.cn/29/2812/281167/281167_67.png
Plaque
发表于 2025-4-2 07:24:56
A Random-Search Approach to Multicriterion Discrete Optimization,veloped. The program has an interactive character and all optional parts of the method are run on the basis of a dialogue with the computer. Finally the real - life application example dealing with an optimum design of a gear set is discussed.
nostrum
发表于 2025-4-2 12:24:17
Support Number and Allocation for Optimum Structure,er how to support our bridge to achieve the lowest cost, both of structural material and supports. With assumed configuration of structural nodes and members we may assume that the cost of assembling is constant and may be omitted in cost function.