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基于连续体拓扑优化的建筑结构设计方法初探 被引量:5

Building Structure Design Based on the Continuum Topology Optimization
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摘要 随着复杂建筑结构的设计与日增多,凭借传统的概念设计进行结构选型与布置已不能高效率、高质量地完成设计任务。对基于连续体的拓扑优化方法进行了介绍并针对建筑结构领域对变密度法的优势和适用性进行了分析;最后采用连续体拓扑优化方法,在相应的荷载工况和边界条件下使用变密度算法对一个大跨度空间结构和一座高层结构进行了计算和优化求解,得到了收敛的解答。结果表明,在结构概念设计阶段引入该方法能够高效率、高质量地得到建筑结构的概念设计模型,对结构设计方法的革新有很大的推动作用。 With the increasing of complex building structures, it cannot complete structure form selection and arrangement efficiently by the traditional concept design method. In the paper, an optimization method based on the continuum topology is introduced. Advantage and applicability of the solid isotropic microstructures with penalization (SIMP) are analyzed in the field of building structures. The SIMP method is used for the design of a long-span space structure and a tall building in the corresponding load conditions and boundary conditions. This method is based on the continuum topology optimization and convergence solutions are obtained. The results indicates that the method that is introduced into structural concept design has high efficiency and high quality for obtaining the concept of building structure design model. It can make a great contribution to the innovation of structure design method.
出处 《结构工程师》 北大核心 2014年第2期6-11,共6页 Structural Engineers
基金 西安工业大学北方信息工程学院2014年度院长科研基金资助项目(YZ1409)
关键词 概念设计 连续体单元 拓扑优化 有限单元法 concept design, continuum element, topology optimization, finite element method
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  • 1李慧,梁兴文.高强混凝土剪力墙各受力阶段截面刚度分析[J].工业建筑,2011,41(S1):208-211. 被引量:2
  • 2徐佳琦,吕西林.基于能量的框架-摇摆墙结构与框架-剪力墙结构地震反应分析对比[J].建筑结构,2013,43(S2):418-422. 被引量:7
  • 3吴晓涵,吕西林.反复荷载下混凝土剪力墙非线性有限元分析[J].同济大学学报(自然科学版),1996,24(2):117-123. 被引量:35
  • 4Sarkisian M, Mathias N, et al. Jin Mao tower' s influ- ence on China' s new innovative tall buildings [ C ]. Shanghai International Seminar of Design and Con- struction Technologies of Super High-rise Buildings, Shanghai ,2006.
  • 5Sarkisian M P. Designing tall buildings: structure as architecture [ M ]. Routledge ,2011.
  • 6Moon K S, Connor J J, Fernandez J E. Diagrid struc- tural systems for tall buildings: characteristics and methodology for preliminary design [ J ]. The Structural Design of Tall and Special Buildings, 2007,16 (2) : 205 -230.
  • 7Moon K S. Sustainable structural engineering strate- gies for tall buildings [ J ]. The Structural Design of Tall and Special Buildings ,2008,17 ( 5 ) :895-914.
  • 8Connor J J. Introduction to structural motion control [ M ]. New York: Prentice Hall ,2003.
  • 9Jayaehandran P. Design of tall buildings preliminary design and optimization [ C ]. International Conference on Tall Buildings and Industrial Structures, PSG Col- lege of Technologies, Coimbatore ,2003.
  • 10Iyengar S H. Preliminary design and optimization of steel building systems [ C ]. Proceedings of the Interna- tional Conference on the Planning and Design of Tall Buildings, Lehigh, 1972,11 : 185.

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