期刊文献+

重力坝非溢流断面快速优化设计 被引量:2

The rapid optimizing design of non-flow section of gravity dam
下载PDF
导出
摘要 针对水利工程的特点,使用均匀化方法探索性地研究了利用结构拓扑优化技术进行水工结构优化设计的具体方法,对重力坝非溢流断面进行了优化设计,得到了符合设计规范的理想断面,并通过与其他优化算法结果的比较,显示了拓扑优化方法的优越性。 Aiming at the characteristic of hydraulic engineering, the concrete method of hydraulic structure optimizing design using structure topology optimization technology was studied using homogenization method, the non-flow section of gravity dam was optimized and designed, and the ideal section matching design norm was got. By comparing with results using other optimization algorithm, it showed the superiority of topology optimization method.
出处 《山西建筑》 2009年第18期367-368,共2页 Shanxi Architecture
关键词 重力坝 拓扑优化 均匀化方法 简化模型 gravity dam, topology optimization, homogenization method, simplified model
  • 相关文献

参考文献9

  • 1Bendsoe M P, Kikuchi N. Generating, Optimal Topologies in Structural Design Using a Homogenization Method [ J ] . Comp Meth Appl Mech Engrg, 1988,71(1) : 197-224.
  • 2Youn SK, Park SH. A study on the shape extraction process in the structural topology optimization using homogenized material[J]. Computer & Structures, 1997,62(3) :527-558.
  • 3Swan C, Colby, Kosaka Iku. Voigt-Reuss topology optimaization for structures with nonlinear material behaviors[J]. Int J Numer Meth Energy, 1997 (40) : 3785-3814.
  • 4Harber RB, Jog CS, Bendsoe MP. A new approach to variable topology[J], shape design a constraint on perimeter, Struet Optim, 1996 ( 11 ) : 1-12.
  • 5Jog CS, Harber RB. Stability of finite element methods for distributed parameter optimization and topology design[J]. Comp Meth Appl Mech Engng, 1996( 130):203-226.
  • 6Sigmund O, Peters.son J. Numerial instabilities in topology optimization: A survey on procedures dealing with cheekerboards [J ]. mesh-dependancies and local minima, Structural Optimization, 1998(16) :68-75.
  • 7Xu XJ, Li LK. An optimal V-cycle multigrid methods for conforming and nonconforming plate elements[ J ]. Numer Math J Chinese Univ, 1997(6) : 119.
  • 8Harris FJ. On the use of windows for harmonic analysis with discrete fourier transform[ J ]. Proceedings of the IEEE, 1978 (66) :53-76.
  • 9麦家煊.重力坝基本断面的快速优化设计[J].水利学报,2000,31(8):21-26. 被引量:15

二级参考文献2

  • 1中华人民共和国水利电力部,混凝土重力坝设计规范SDJ2 1 78(试行 )的补充规定 ,( 84)水电水规字第13 1号,1984年
  • 2SDJ21-78混凝土重力坝设计规范,1979年

共引文献14

同被引文献8

引证文献2

二级引证文献4

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部