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浙江大学学报(工学版)
J4  2010, Vol. 44 Issue (8): 1608-1614    DOI: 10.3785/j.issn.1008-973X.2010.08.031
    
Experimental research on a composite structure combined of
cable dome and single-layer lattice shell
WANG Zhen-hua1，2, DONG Shi-lin1, TIAN Wei1, YUAN Xing-fei1
1.Space Structures Research Center, Zhejiang University, Hangzhou 310027, China;
2.Guangdong Electric Power Design Institue, Guangzhou 510663, China
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Abstract  

Mechanical performance of a new spatial composite structure combined of cable dome and singlelayer lattice shell was studied. A composite structure combined of Geiger cable dome and ribdoublediagonalpatterned singlelayer lattice shell was designed. Experiments on prestress tension of cable dome, static behavior of the composite structure under wholespan and halfspan load were carried out. According to the experimental results, the computation model of the experimental structure was modified. The comparison between the experimental and theoretical data show little difference. It indicates that the model design and experimental method are reasonable, and theoretical analysis method is correct. The modified computation model can reflect the static behavior of the composite structure correctly.

Published: 21 September 2010
CLC:  TU 394  
  TU 398.9  
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Cite this article:

WANG Zhen-Hua, DONG Dan-Lin, TIAN Wei, YUAN Hang-Fei. Experimental research on a composite structure combined of
cable dome and single-layer lattice shell. J4, 2010, 44(8): 1608-1614.

URL:

http://www.zjujournals.com/eng/10.3785/j.issn.1008-973X.2010.08.031     OR     http://www.zjujournals.com/eng/Y2010/V44/I8/1608


索穹顶与单层网壳组合结构的模型试验研究

研究索穹顶与单层网壳组合的新型空间结构的受力性能.设计肋环型索穹顶与肋环双斜杆型单层网壳组合的结构，对其进行下部索穹顶预应力张拉试验以及结构在全跨和半跨荷载下的静力性能试验.根据试验结果对试验的计算模型进行修正，并将结构在全跨和半跨荷载下的试验实测数据与理论分析结果进行比较.结果表明，实测数据与理论分析之间差异较小，模型设计和试验方法合理，理论分析方法正确.修正的计算模型能准确反映结构的力学性能.

［1］ FULLER R B. Tensileintegrity structures： US， 3063521 \
[P\]. 19621113.
［2］ GEIGER D H. The design and construction of two cable domes for the Korean Olympics ［C］∥Proceeding of IASS ASCE. Osaka: ASCE, 1986: 265272.
［3］ LEVY M P. The Georgia dome and beyond achieving light weightlong span structures ［C］∥Proceeding of IASS ASCE. Atlanta: ASCE, 1994: 560562.
［4］ TERRY W R. Georgia dome cable roof construction techniques ［C］∥Proceeding of IASSASCE.Atlanta: ASCE, 1994: 563572.
［5］ 袁行飞, 董石麟. 索穹顶结构有限元分析及试验研究［J］. 浙江大学学报：工学版, 2004, 38(5): 586592.
YUAN Xingfei, DONG Shilin. Finite element analysis and experimental research on cable domes ［J］. Journal of Zhejiang University ：Engineering Science, 2004, 38(5): 586592.
［6］ 陈联盟, 袁行飞, 董石麟. Kiewitt型索穹顶结构自应力模态分析及优化设计［J］. 浙江大学学报：工学版, 2006, 40(1): 7377．
CHEN Lianmeng, YUAN Xingfei, DONG Shilin. Self stress mode analysis and optimal design of Kiewitt domes ［J］. Journal of Zhejiang University ：Engineering Science, 2006, 40(1): 7377.
［7］ 郑君华, 董石麟,詹伟东. 葵花形索穹顶结构的多种施工张拉方法及试验研究［J］. 建筑结构学报, 2006, 27(1): 112117．
ZHENG Junhua, DONG Shilin, ZHAN Weidong. Experimental research on construction process of Levy type cable dome ［J］. Journal of Building Structures, 2006, 27(1):112117.
［8］ 董石麟, 袁行飞. 索穹顶结构体系若干问题研究新进展［J］. 浙江大学学报：工学版, 2008, 42(1): 17．
DONG Shilin, YUAN Xingfei. Advances in research on cable domes ［J］. Journal of Zhejiang University ：Engineering Science, 2008 42(1):17．
［9］ 陈联盟, 董石麟, 袁行飞. Kiewitt型索穹顶结构模型试验研究［J］. 浙江大学学报：工学版, 2008, 42(2): 364368.
CHEN Lianmeng, DONG Shilin, YUAN Xingfei. Experimental study of Kiewitt dome model ［J］. Journal of Zhejiang University ：Engineering Science, 2008 42(2):364368.
［10］ 董石麟, 王振华, 袁行飞. 索穹顶与单层网壳组合的新型空间结构研究［C］. 第十二届空间结构学术会议论文集. 北京：中国土木工程学会, 2008.
DONG Shilin, WANG Zhenhua, YUAN Xingfei. Research on new space structure combined of cable dome and singlelayer lattice shell ［C］∥The 12th symposium on space structures. Beijing: China Civil Engineering Society, 2008.
［11］ 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): 3337.
YUAN Xingfei, DONG Shilin. Application of integral feasible prestress of tensegrity cable domes ［J］. China Civil Engineering Journal, 2001, 34(2): 3337.
［12］ 董石麟, 袁行飞. 肋环型索穹顶初始预应力分布的快速计算法［J］. 空间结构, 2003, 9(2): 38.
DONG Shilin, YUAN Xingfei. A quick calculation method for initial prestress distribution of Geiger domes ［J］. Spatial Structure, 2003, 9(2): 38.
［13］ SANAYEI M, IMBARO G R. Structural model updating using experimental static measurements ［J］. Journal of Structural Engineering, ASCE, 1997, 123(6): 792798．
［14］ 邓苗毅, 任伟新, 王复明. 基于静力响应面的结构有限元模型修正方法［J］. 实验力学, 2008, 23(2): 103109.
DENG Miaoyi, REN Weixin, WANG Fuming. Structure finite element model (FEM) updating based on staticload response surface methodology ［J］. Journal of Experiment Mechanics, 2008, 23(2): 103109.
［15］ 郭佳民.弦支穹顶结构的理论分析与试验研究［D］. 杭州: 浙江大学, 2008.
GUO Jiamin. Theoretical and experimental research of suspenddome structures ［D］. Hangzhou: Zhejiang University, 2008.
[1] ZHU Ming-liang, DONG Shi-lin. Failure analysis of suspen-dome by vector form intrinsic
finite element method[J]. J4, 2012, 46(9): 1611-1618.
[2] LOU Rong, LUO Yao-zhi, ZHENG Jun-hua, LIU Hai-feng. Tension control and multi-objective optimization
of tensile cable net structure construction[J]. J4, 2011, 45(3): 539-543.
[3] LUO Yao-zhi, LOU Rong, LIU Hai-feng. Strain energy tracking algorithm for falsework layout
of spatial steel structures[J]. J4, 2010, 44(12): 2332-2336.
[4] HU Xian, LUO Yao-Chi, CHEN Yan-Ban. Nonlinear active control of tensegrity structures[J]. J4, 2010, 44(10): 1979-1984.