Titlebook: Evolutionary Structural Optimization; Y. M. Xie,G. P. Steven Book 1997 Springer-Verlag London 1997 Fundament.Kette.beam.design.design proc

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




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




書目名稱Evolutionary Structural Optimization網(wǎng)絡(luò)公開度




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




書目名稱Evolutionary Structural Optimization被引頻次




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




書目名稱Evolutionary Structural Optimization年度引用




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




書目名稱Evolutionary Structural Optimization讀者反饋




書目名稱Evolutionary Structural Optimization讀者反饋學(xué)科排名

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tructures, shape optimization, and stress reduction. This is followed by a section describing Evolve97, a software package which will allow readers to try the ideas of ESO themselves and to solve their optimization problems. This software is provided on a computer diskette which accompanies the book.978-1-4471-1250-1978-1-4471-0985-3

echnic

Expressive Spaces in Digital 3D Cinemahosen frequency, keeping a chosen frequency constant, maximizing the gap of two frequencies, as well as considerations of multiple frequency constraints. Much of the material presented in this chapter is based on the work of Xie and Steven (1996).

observatory

Frequency Optimization,hosen frequency, keeping a chosen frequency constant, maximizing the gap of two frequencies, as well as considerations of multiple frequency constraints. Much of the material presented in this chapter is based on the work of Xie and Steven (1996).

野蠻

Book 1997as it is being designed. Through this method, the resulting structure will evolve towards its optimum shape. The latest techniques and results of ESO are presented here, illustrated by numerous clear and detailed examples. Sections cover the fundamental aspects of the method, the application to mult

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Mechelle Chestnut MA, MT-BC, LCATn may have a much higher buckling load than that of the initial design of the same weight. This chapter describes the evolutionary procedure for the optimization of columns, frames and plates against buckling. Much of the material presented in this chapter derives from the work by Manickarajah . (1995, 1996).

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Marcello Allegretti,Silvano Colettiructure was at a much lower stress. This chapter demonstrates how the ESO technique can be used to provide structural shapes where the boundary is evolved on the basis of making the, as yet unknown, surface fonn as evenly stressed as possible.

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