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

Nonchalant

書目名稱Discrete Structural Optimization影響因子(影響力)




書目名稱Discrete Structural Optimization影響因子(影響力)學(xué)科排名




書目名稱Discrete Structural Optimization網(wǎng)絡(luò)公開(kāi)度




書目名稱Discrete Structural Optimization網(wǎng)絡(luò)公開(kāi)度學(xué)科排名




書目名稱Discrete Structural Optimization被引頻次




書目名稱Discrete Structural Optimization被引頻次學(xué)科排名




書目名稱Discrete Structural Optimization年度引用




書目名稱Discrete Structural Optimization年度引用學(xué)科排名




書目名稱Discrete Structural Optimization讀者反饋




書目名稱Discrete Structural Optimization讀者反饋學(xué)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

證實(shí)

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

轉(zhuǎn)折點(diǎn)

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