Titlebook: Discrete Structural Optimization; W. Gutkowski Book 1997 Springer-Verlag Wien 1997 design.machines.optimization.structural optimization

Nonchalant

书目名称Discrete Structural Optimization影响因子(影响力)




书目名称Discrete Structural Optimization影响因子(影响力)学科排名




书目名称Discrete Structural Optimization网络公开度




书目名称Discrete Structural Optimization网络公开度学科排名




书目名称Discrete Structural Optimization被引频次




书目名称Discrete Structural Optimization被引频次学科排名




书目名称Discrete Structural Optimization年度引用




书目名称Discrete Structural Optimization年度引用学科排名




书目名称Discrete Structural Optimization读者反馈




书目名称Discrete Structural Optimization读者反馈学科排名

Encapsulate

https://doi.org/10.1007/978-1-4684-0203-2e optimization of welded box beams the deflection is formulated as the third objective function in addition to the cost and weight functions. The systematic incorporation of the cost analysis in the optimization procedure is shown in the case of a welded steel silo. The detailed strength and cost ca

证实

Stochastic Search in Discrete Structural Optimization Simulated Annealing, Genetic Algorithms and Nctive use of these methods. Finally, it must be borne in mind that these methods have a propensity to convergence to a relative optimum closest to the starting point, and this is a major weakness in the presence of multimodality in the design space. This chapter focusses on the application of recent

转折点

Backtrack Method with Applications to Dso,e optimization of welded box beams the deflection is formulated as the third objective function in addition to the cost and weight functions. The systematic incorporation of the cost analysis in the optimization procedure is shown in the case of a welded steel silo. The detailed strength and cost ca

Contort

捏造

捏造

Varicosities of the Lower Extremity,which are available in discrete sizes. As a vehicle for describing the methods the optimum design of trusses using rolled steel sections is used. The combinatorial nature of the problem is first briefly described and the necessity for heuristic methods for finding non-rigorous but very close discret

外形

https://doi.org/10.1007/978-1-4684-0203-2rete series of values are given for variables, the discrete optima can be determined by a complementary discretization which is also explained. Optimum design problems of stiffened and cellular plates, tubular trusses, welded box beams and welded steel silos are treated. In these applications the di

Lacerate

小木槌

0254-1971 his volume comprises problems and solution methods for discrete structural optimization. Exact, approximate and heuristic methods are presented applying deterministic and stochastic approaches.978-3-211-82901-1978-3-7091-2754-4Series ISSN 0254-1971 Series E-ISSN 2309-3706