• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 55 Issue 1
Jan.  2020
Turn off MathJax
Article Contents
JIANG Zhengrong, LIU Xiaowei, SHI Kairong, LIN Quanpan. Method of Force-Finding Analysis Based on Ratio Updating for Cable Domes[J]. Journal of Southwest Jiaotong University, 2020, 55(1): 150-157. doi: 10.3969/j.issn.0258-2724.20180201
Citation: JIANG Zhengrong, LIU Xiaowei, SHI Kairong, LIN Quanpan. Method of Force-Finding Analysis Based on Ratio Updating for Cable Domes[J]. Journal of Southwest Jiaotong University, 2020, 55(1): 150-157. doi: 10.3969/j.issn.0258-2724.20180201

Method of Force-Finding Analysis Based on Ratio Updating for Cable Domes

doi: 10.3969/j.issn.0258-2724.20180201
  • Received Date: 19 Mar 2018
  • Rev Recd Date: 12 Aug 2018
  • Available Online: 21 Dec 2018
  • Publish Date: 01 Feb 2020
  • In order to determine the prestress distribution of cable domes efficiently, a new method of force-finding analysis based on ratio updating was proposed. In this method, values of cable prestresses are pre-assumed and then constantly adjusted according to the continuously updated ratio of cable prestress; the precise prestress distribution of cable dome is acquired by iterations using the cable force and geometric shape as convergence control parameters. In this way, a force-finding analysis of cable domes is first conducted without considering the gravity effect, which verifies the effectiveness of this method. When the gravity is considered, each cable segment is divided into multiple units. An invariant, the cable force’s horizontal component along the length is introduced and the ratio of cable force is then replaced by that of the horizontal component force to deal with the situation with gravity. The results show that the method of force-finding analysis based on ratio updating is characterized by fast computational speed, small geometric shape deviation, and high precision. The results of force-finding analysis considering the influence of gravity are significantly different from those without considering gravity, and the maximum deviation reaches 19.34%. Thus, the influence of gravity should be taken into account in force-finding analysis of cable domes. In addition, whether each cable segment is divided into one unit or multiple units, the results of force-finding analysis make little difference (0.05% maximum deviation). Therefore, in cases when the cable prestress is large and cable length is short, each cable segment could be divided into only one unit to simplify the solving process of prestress distribution.

     

  • loading
  • GEIGER D H. The design and construction of two cable domes for the Korean Olympics[C]// Proceedings of IASS Symposium. Osaka: [s.n.], 1986: 265-272.
    LEVY M P. Georgia dome and beyond achieving lightweight-longspan structures[C]// Proceedings of IASS-ASCE International Symposium. Atlanta: [s.n.], 1994: 560-562.
    TERRY W R. Georgia dome cable roof construction techniques[C]// Proceedings of IASS-ASCE International Symposium. Atlanta: [s.n.], 1994: 563-572.
    曾文平,王元清,张勇,等. 索穹顶结构的预应力设计方法[J]. 工业建筑,2002,32(9): 24-26. doi: 10.3321/j.issn:1000-8993.2002.09.008

    ZENG Wenping, WANG Yuanqing, ZHANG Yong, et al. The method of prestress design for cable dome[J]. Industrial Construction, 2002, 32(9): 24-26. doi: 10.3321/j.issn:1000-8993.2002.09.008
    陈志华,王小盾,刘锡良. 张拉整体结构的力密度法找形分析[J]. 建筑结构学报,1999,20(5): 29-35.

    CHEN Zhihua, WANG Xiaodun, LIU Xiliang. Form finding of tensegrity structures by force density method[J]. Journal of Building Structures, 1999, 20(5): 29-35.
    张华,单建. 张拉膜结构的动力松弛法研究[J]. 应用力学学报,2002,19(1): 84-86. doi: 10.3969/j.issn.1000-4939.2002.01.023

    ZHANG Hua, SHAN Jian. Dynamic relaxation method study of membrane structures[J]. Chinese Journal of Applied Mechanics, 2002, 19(1): 84-86. doi: 10.3969/j.issn.1000-4939.2002.01.023
    刘永福,刘郁馨. 动力松弛法在索杆体系分析中的应用[J]. 南京建筑工程学院学报,1998,46(3): 33-41.

    LIU Yongfu, LIU Yuxin. Application of dynamic relaxation in cable-strut systems[J]. Journal of Nanjing Architectural and Civil Engineering Institute, 1998, 46(3): 33-41.
    董智力,何广乾,林春哲. 张拉整体结构平衡状态的寻找[J]. 建筑结构学报,1999,20(5): 24-28.

    DONG Zhili, HE Guangqian, LIN Chunzhe. Finding of equilibrium states of tensegrity systems[J]. Journal of Building Structures, 1999, 20(5): 24-28.
    唐建民,钱若军,蔡新. 索穹顶结构非线性有限元分析[J]. 空间结构,1996,2(1): 12-17.

    TANG Jianmin, QIAN Ruojun, CAI Xin. A nonlinear finite element method for analyzing cable domes[J]. Spatial Structures, 1996, 2(1): 12-17.
    罗尧治,董石麟. 索杆张力结构初始预应力分布计算[J]. 建筑结构学报,2000,21(5): 59-64. doi: 10.3321/j.issn:1000-6869.2000.05.008

    LUO Yaozhi, DONG Shilin. Calculating of initial prestress for cable-strut tensile structures[J]. Journal of Building Structures, 2000, 21(5): 59-64. doi: 10.3321/j.issn:1000-6869.2000.05.008
    陈联盟,袁行飞,董石麟. 索杆张力结构自应力模态分析及预应力优化[J]. 土木工程学报,2006,39(2): 11-15. doi: 10.3321/j.issn:1000-131X.2006.02.003

    CHEN Lianmeng, YUAN Xingfei, DONG Shilin. Selfstress mode analysis and optimal prestress design of cable-strut tension structures[J]. China Civil Engineering Journal, 2006, 39(2): 11-15. doi: 10.3321/j.issn:1000-131X.2006.02.003
    PELLEGRINO S, CALLADINE C R. Matrix analysis of statically and kinematically indeterminate frameworks[J]. International Journal of Solids and Structures, 1986, 22(4): 409-428. doi: 10.1016/0020-7683(86)90014-4
    PELLEGRINO S. Structural computation with the singular value decomposition of equilibrium matrix[J]. International Journal of Solids and Structures, 1993, 30(21): 3025-3035. doi: 10.1016/0020-7683(93)90210-X
    袁行飞,董石麟. 索穹顶结构整体可行预应力概念及其应用[J]. 土木工程学报,2001,34(2): 33-37. doi: 10.3321/j.issn:1000-131X.2001.02.006

    YUAN Xingfei, DONG Shilin. Application of integrity feasible prestressing to tensegrity cable domes[J]. China Civil Engineering Journal, 2001, 34(2): 33-37. doi: 10.3321/j.issn:1000-131X.2001.02.006
    阚远,叶继红. 索穹顶结构的找力分析方法——不平衡力迭代法[J]. 应用力学学报,2006,23(2): 250-254. doi: 10.3969/j.issn.1000-4939.2006.02.018

    KAN Yuan, YE Jihong. Force finding of tensegrity cable domes —imbalance force iterative method[J]. Chinese Journal of Applied Mechanics, 2006, 23(2): 250-254. doi: 10.3969/j.issn.1000-4939.2006.02.018
    张沛,冯健. 一种求解索杆张力结构整体自应力模态的能量方法[J]. 土木工程学报,2013,46(6): 62-68.

    ZHANG Pei, FENG Jian. An energy method for overall selfstress modes calculation of cable-strut tension structures[J]. China Civil Engineering Journal, 2013, 46(6): 62-68.
    刘小伟. 大跨度索穹顶结构的若干问题研究[D]. 广州: 华南理工大学, 2017.
    汤荣伟. 索穹顶结构成形理论及结构优化[D]. 上海: 同济大学, 2005.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(4)  / Tables(5)

    Article views(497) PDF downloads(13) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return