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改进力密度法在悬索结构找形中的应用 被引量:3

THE MODIFIED FORCE-DENSITY METHOD FOR FORM-FINDING OF PRETENSIONED CABLE ROOFS
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摘要 结合工程需要对普通力密度法进行了改进,给出了在给定控制条件下悬索结构的力密度找形迭代公式和迭代策略,形式简单明了。通过对若干典型工程算例的找形计算表明,改进的算法具有收敛精度高,计算能力强,适用范围广等优点,是一种很好的悬索结构成形算法。 In order to meet the needs of the practical structural design, the iterative formula and tactics for the form finding of cable roofs are proposed. It is called as the modified force-density method. The method is verified by some benchmark problems and big projects. Numerical examples show that the modified method is very simple and efficient. It can be used to find the shape of various pretensioned cable roofs.
出处 《工业建筑》 CSCD 北大核心 2006年第2期72-74,共3页 Industrial Construction
基金 江苏省"六大人才高峰"项目(建筑B类)
关键词 改进力密度法 悬索结构 找形分析 modified force-density method pretensioned cable roofs form-finding
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参考文献3

  • 1Schek H J.The Force Density Method for Form Finding and Computation of General Networks.Computer Methods in Applied Mechanics and Engineering,1974(3):115-134.
  • 2Linkwitz K.About form Finding of Double-Curved Structures.Engineering Structures,1999,21(5):709-718.
  • 3叶继红,李爱群,刘先明.动力松弛法在索网结构形状确定中的应用[J].土木工程学报,2002,35(6):14-19. 被引量:23

二级参考文献3

  • 1A.S. day, Bunce. J. H. Analysis of cable networks by dynamic relaxation. Civil Engng. Public Works Rev. 4,1970, pp. 383~386
  • 2Levis, W. J. Jones. M. S. Dynamic relaxation analysis of the nonlinear static response of pretensioned cable roofs. Computer and Structures, 1984,Vol.18,No.6,pp.989~997
  • 3Barnes. M. R. Form-finding, analysis and patteming of tension strctures. The 3nd Int. Conf. on Space Structures,1984, pp. 730~736

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二级引证文献6

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