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摘要:
Response surface methodology was in good use as a method of replacing the complex sensitivity analysis in the field of structural optimization. Its time cost increased rapidly with the increase of the number of design variables, for this disadvantage, provided the theory of constructing structural displacement with basis function, combined with response surface methodology, the examples of truss section optimization illustrate the feasibility and efficiency of the theory.
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来源 :
Journal of Beijing University of Technology
ISSN: 0254-0037
年份: 2006
期: SUPPL.
卷: 32
页码: 14-18
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