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悬索结构的双重非线性有限元分析 被引量:3

Coupling Nonlinear Finte Elements Analyis of Cable Structures
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摘要 本文采用线性强化模型,建立了悬索结构双重非线性有限元分析的方法,并编制了计算程序.通过索网结构的极限载荷实例计算,使本文的方法及程序得到了验证。 This paper sets up the couplnig nonlinear fiuite elements analysis for cable structures by using linear strengthen model. and works out computer program. Through calculating the example of limit load of cable net structures, the method and program in this paper have been proved.
作者 罗延忠
机构地区 黑龙江矿业学院
出处 《阜新矿业学院学报》 1991年第1期44-48,共5页
关键词 悬索结构 索网 双重非线性 有限元 cabel structure coupling nonlinear cable net structuer limit load
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同被引文献22

  • 1陈志华,王小盾.日本索结构设计规程和应用[J].钢结构,2004,19(4):70-73. 被引量:9
  • 2贾乃文,张润民.弹塑性索网结构的最小势能原理[J].空间结构,1999,5(1):10-13. 被引量:7
  • 3贾乃文,张润民.线性强化材料悬索及索网计算[J].土木工程学报,1996,29(4):52-56. 被引量:23
  • 4Sun F, Wang Y Q, Shi Y J, et al. of the Complex Single-Layer Cable The Inflection Performance Analysis Net Under Horizontal Load [C]// Fourth International Conference on Advances in Steel Structures Oxford : Elsevier Science Ltd, 2005 : 395 - 399.
  • 5Maufin B, Motro R. Stability and Mechanism Order of Isotropic Prestressed Surfaces[J]. International Journal of Solids and Structures, 2004,41(9/10) :2731 - 2741.
  • 6Richard Liew J Y, Lee B H. Experimental Study on Reciprocal Prism (RP) Grid for Space Structures [ J ]. Journal of Constructional Steel Research, 2003,59 ( 11 ) : 1363 - 1384.
  • 7Shan W, Yamamoto Y, Oda K. Analysis of Frame-Cable Structures [J]. Computers & Structures, 1993(4) : 673 - 682.
  • 8Barnes M R. Form-Finding and Analysis of Prestressed Nets and Membranes[J]. Computers & Structures, 1988,30(3) :685 -695.
  • 9Douglas S Porter, David W Fowler. The Analysis of Nonlinear Cable Net Systems and Their Supporting Structures [ J ]. Computers & Structures, 1973,3(5) : 1109 - 1123.
  • 10European Committee for Standardisaffon. Eurocode 3. Design of Steel Structures Part 1 - 1[S]. General Rules and Rules for Buildings, EN 1993 - 1 - 1, Brussels, Belgium : 2005.

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