GRASS 发表于 2025-3-21 19:05:06
书目名称Shape and Layout Optimization of Structural Systems and Optimality Criteria Methods影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0866376<br><br> <br><br>书目名称Shape and Layout Optimization of Structural Systems and Optimality Criteria Methods影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0866376<br><br> <br><br>书目名称Shape and Layout Optimization of Structural Systems and Optimality Criteria Methods网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0866376<br><br> <br><br>书目名称Shape and Layout Optimization of Structural Systems and Optimality Criteria Methods网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0866376<br><br> <br><br>书目名称Shape and Layout Optimization of Structural Systems and Optimality Criteria Methods被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0866376<br><br> <br><br>书目名称Shape and Layout Optimization of Structural Systems and Optimality Criteria Methods被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0866376<br><br> <br><br>书目名称Shape and Layout Optimization of Structural Systems and Optimality Criteria Methods年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0866376<br><br> <br><br>书目名称Shape and Layout Optimization of Structural Systems and Optimality Criteria Methods年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0866376<br><br> <br><br>书目名称Shape and Layout Optimization of Structural Systems and Optimality Criteria Methods读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0866376<br><br> <br><br>书目名称Shape and Layout Optimization of Structural Systems and Optimality Criteria Methods读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0866376<br><br> <br><br>ABYSS 发表于 2025-3-21 23:41:54
COC Methods for Additional Geometrical Constraints,cannot handle such large numbers of elements, the analysis capability of these is expected to keep on increasing in the foreseeable future. The COC algorithm, therefore, represents an optimizer that . in the optimization of large structural systems.疾驰 发表于 2025-3-22 02:14:02
Mixed Elements in Shape Optimal Design of Structures Based on Global Criteria,to the optimal shape design of two dimensional elastic structures, selecting the compliance as the objective function to be minimized and the initial volume as constraint. The advantages and disadvantages of the mixed elements are discussed with reference to applications.陈旧 发表于 2025-3-22 05:33:25
Mathematical Programming Techniques for Shape Optimization of Skeletal Structures,imum layout to be designed. The third type of method includes those which allow for topological considerations at certain points during the design process and generally keeps the design variables in two separate groups. The paper discusses the way in which each of the mathematical programming methods has been applied to these approaches.FLAG 发表于 2025-3-22 10:50:13
http://reply.papertrans.cn/87/8664/866376/866376_5.pngnephritis 发表于 2025-3-22 15:05:11
,Continuum-Based Optimality Criteria (COC) Methods — An Introduction,eflections more easily than abstract mathematical entities; second, the analysis of the adjoint structure can be carried out after discretization by using existing numerical algorithms and programs (e.g. FE software).放大 发表于 2025-3-22 17:17:52
Optimal Layout Theory: An Overview of Advanced Developments,itted to a quadrilateral boundary. The corresponding adjoint fields are also shown. The above layouts were derived analytically and fully confirmed by Mr. D. Gerdes’ computer program which uses only analytical operations.星星 发表于 2025-3-22 21:51:52
Book 1992stigated in detail only during the last few years. .Shape optimization. is concerned with the optimal shape of boundaries of continua or of interfaces between two materials in composites. .Layout. .optimization. deals with the simultaneous optimization of the topology, geometry and cross-sectional s表示问 发表于 2025-3-23 03:00:11
http://reply.papertrans.cn/87/8664/866376/866376_9.png盟军 发表于 2025-3-23 06:04:33
COC Methods for a Single Global Constraint,lytical solution. In optimal elastic design, however, which is to be discussed in this chapter, it is usually necessary to resort to numerical methods because the equations involved are too complicated for an analytical treatment. Moreover, whilst in optimal plastic design (Fig. 6) we had a half rea