期刊文献+

基于自动分组遗传算法的建筑结构体系与构件尺寸协同优化设计 被引量:9

Concurrent optimization of structural systems and sizes based on automatic grouping genetic algorithms
在线阅读 下载PDF
导出
摘要 研究了利用结构优化方法实现建筑结构体系选择的问题。文中建立了可以覆盖框架、框架-剪力墙和巨型结构三种体系的优化模型,并采用自动分组遗传算法求解,实现了结构体系与构件尺寸的协同优化。文章特别设计了三类模块,每类模块通过专门构造的含有多个分量的设计变量来表示,按一定方式组合这些模块可得到不同体系的结构。巨型结构中,巨型构件的设计变量表示方法和惯性矩计算方法满足提出的三条假设。基于精心构造的设计变量和三条相关假设,文中建立了以结构总材料用量最少为目标,考虑强度、刚度、分组及构造要求等约束条件的优化模型,采用自动分组遗传算法研究了40层、10层、6层三种高度建筑的优化设计。在相同外荷载条件下,它们的最优设计分别为巨型结构、框架-剪力墙和框架结构。 This paper studies the choice of structural systems based on the optimization method. An opti- mization model involving the structural systems of frame, framed tube and mega-structure is presented. The concurrent optimization of structural systems and sizes is achieved by an automatic grouping genetic algorithm(AGGA). Three types of modules which may compose the different structures are designed specially, and each module is represented by an design variable with several sub-variables. Three assump- tions of mega-members relating to the representation of design variables and the computation of inertial moment are proposed. Based on the proposed design variables and three assumptions, a minimum total weight optimization model subject to constraints of strength, stiffness, grouping and construction is ob- tained. The proposed optimization model together with the AGGA is used to the design optimization of three structures with 40-stories, 10-stories and 6-stories respectively, and three different optimal struc- tures,i, e. mega-structure, framed tube structure and frame structure,are obtained.
出处 《计算力学学报》 CAS CSCD 北大核心 2014年第1期1-7,共7页 Chinese Journal of Computational Mechanics
基金 国家自然科学基金(90816025)资助项目
关键词 自动分组 遗传算法 结构体系 优化 automatic grouping genetic algorithm structural system optimization
  • 相关文献

参考文献9

  • 1刘西拉,李楚舒.基于神经网络的高层建筑结构体系选择[J].建筑结构学报,1999,20(5):36-41. 被引量:22
  • 2雷淑忠,沈祖炎,郭兵.超高层建筑结构选型技术研究[J].建筑结构学报,2007,28(S1):263-268. 被引量:2
  • 3Harty N, Danaher M. Evaluating preliminary struc- tural designs in an expert system[J]. Computers and Structures, 1997,63 (6) : 1243-1249.
  • 4Chan C M, Wang Q. Nonlinear stiffness design opti- mization of tall reinforced concrete buildings under service loads[J]. Journal of Structural Engineering ASCE, 2006,132(6) :978-990.
  • 5Saka M P. Optimum design of steel sway frames to BS5950 using harmony search algorithm[J]. Journal of Constructional Steel Research, 2009,65 : 36-43.
  • 6Holland J H. Adaptive in Natural and Artificial Systems[M]. Ann Arbor: University of Michigan, 1975.
  • 7Goldberg D E. Genetic Algorithms in Search, Opti- mization,and Machine Learning [M]. New York: Addison -Wesley, 1989.
  • 8刘晓峰,阎军,程耿东.采用自动分组遗传算法的频率约束下桁架拓扑优化[J].计算力学学报,2011,28(1):1-7. 被引量:19
  • 9Lakes R. Materials with structural hierarchy[J]. Na- ture, 1993,361:511-515.

二级参考文献28

  • 1顾松年,姜节胜,徐斌.桁架优化解存在性的研究[J].西北工业大学学报,2004,22(6):720-725. 被引量:5
  • 2Pan Jin Wang De-yu.TOPOLOGY OPTIMIZATION OF TRUSS STRUCTURE WITH FUNDAMENTAL FREQUENCY AND FREQUENCY DOMAIN DYNAMIC RESPONSE CONSTRAINTS[J].Acta Mechanica Solida Sinica,2006,19(3):231-240. 被引量:8
  • 3张瑾.基于神经元网络的高层建筑结构初步设计专家系统(HIDE-1)(清华大学博士论文)[M].,1989..
  • 4何广乾 林少培 等.高层建筑初步设计专家系统.国家自然科学基金会重大项目《工程建设中智能辅助决策系统应用研究》6.1子课题[M].,1991..
  • 5李楚舒.高层建筑结构初步设计的原型专家系统(HIPRED)(清华大学硕士论文)[M].,1996..
  • 6Prager W, Rozvany G. Optimization of structural geometry[A]. Bednarek AR , Cesari L. Dynamical systems[M]. New York: Academic Press, 1977 : 265- 293.
  • 7Venkayya V B, Tischler V A. Optimization of structures with frequency constrains[A]. Computer Methods for Nonlinear Solids and Structural Mechanics [C], New York: ASME Press, 1983:239-259.
  • 8Grandhi R V, Venkayya V B. Structural optimization with frequency eonstrains[J]. AIAA Journal, 1988, 26(7) : 858-866.
  • 9Barbosa H J C, Lemonge A C C, Borges C C H. A genetic algorithm encoding for cardinality constraints and automatic variable linking in structural optimization[J]. Eng Struct, 2008,30(12) :3708-3723.
  • 10Sedaghati R. Benchmark case studies in structural design optimization using the force method[J]. Int J Solids Struct, 2005,42 : 5848-5871.

共引文献40

同被引文献50

  • 1崔勇,王杨,罗兆奇.高层框架核心筒结构剪力墙敏感性分析与优化设计[J].建筑结构,2020,50(S02):66-70. 被引量:4
  • 2张建中,任保国,王泽深,郑海山.放射性同位素温差发电器在深空探测中的应用[J].宇航学报,2008,29(2):644-647. 被引量:21
  • 3孙士平,张卫红.多相材料微结构多目标拓扑优化设计[J].力学学报,2006,38(5):633-638. 被引量:24
  • 4Deb K. Multi-Objective Optimization using Evolu- tionary Algorithms [M]. New York: John Wiley Sons, Inc,2001.
  • 5Hajela P,Lee E. Genetic algorithms in truss topologi- cal optimization [J]. International Journal of Solids and Structures, 1995,32(22) : 3341-3357.
  • 6Kevah A,Kalat]ari V. Topology optimization o: trus- ses using genetic algorithm, force method and graph theory [J]. International Journal for Numerical Methods in Engineering ,2003,58(5) :771-791.
  • 7Richardson J N, Adriaenssens S, Bouillard P, et al. Multiobjective topology optimization of truss struc- tures with kinematic stability repair [J]. Structural and Multidisciplinary Optimization, 2012,23 ( 6 ) : 467-473.
  • 8Su R Y, Wang X, Gui L J, et al. Multi-objective to- pology and sizing optimization of truss structures based on adaptive multi-island search strategy[J]. Structural and Multidisciplinary Optimization, 2011,43(2) :275-286.
  • 9Riche R L, Haftka R T. On global optimization arti- cles in SMO [J]. Structural and MultidisciplinaryOptimization ,2012,46(5) : 627-629.
  • 10Sigmund O. On the usefulness of non-gradient app- roaches in topology optimization :J]. Structural and Multidisciplinary Optimization, 2011, 43 ( 5 ) : 589- 596.

引证文献9

二级引证文献43

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