土木工程 |
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刚性索穹顶结构的近似优化与性能分析 |
吴慧1,岑迪钦2,高博青2 |
1.浙江财经学院 工商分院,浙江 杭州 310018;2.浙江大学 建筑工程学院,浙江 杭州 310058 |
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Approximate optimization and performance analysis of rigid cable dome structure |
WU Hui1,CEN Di-Qin2,GAO Bo-qing2 |
1.Finance and Economics of Zhejiang College,Hangzhou 310018,China; 2.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310058,China |
[1] FULLER R B. Tensileintegrity structures:U.S,3063521[P].1962. [2] GEIGER D H.The design and construction of two cable domes for the korean olympics [C]∥Proceeding of IASSASCE.Osaka:[s.n.],1986∶265-272. [3] LEVY M P.The Georgia dome and beyond achieving light weightlong span structures [C] ∥Proceeding of IASSASCE.Atlanta:[s.n.],1994∶560-562. [4] 袁行飞,董石麟.索穹顶结构的新形式及其初始预应力确定[J].工程力学,2005,22(2):22-26. YUAN Xingfei,DONG Shilin. New forms and initial prestress calculation of cable domes [J].Engineering Mechanics,2005,22(2):22-26. [5] 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):112-117. ZHENG Junhua,DONG Shilin,ZHAN Weidong. Experimental research on construction process of Levy type cable dome [J].Journal of Building Structures,2006,27(1):112-117. [6] 宗钟凌,郭正兴.刚性屋面索穹顶结构非线性数值分析[J].工程力学,2009,26(7):134-139. ZONG Zhongling, GUO Zhengxing. Nonlinear numerical analysis of cable dome structure with rigid roof [J].Engineering Mechanics,2009,26(7):134-139. [7] 董石麟,王振华,袁行飞.一种由索穹顶与单层网壳组合的空间结构及其受力性能研究[J].建筑结构学报,2010,31(03):1-8. DONG Shilin,WANG Zhenhua,YUAN Xingfei. A space structure combined of cable dome and singlelayer lattice shell and properties study [J].Journal of Building Structures,2010,31(03):1-8. [8] 王兆军.均匀设计在参数设计中的应用[J].南开大学学报:自然科学版,2000,33(2):57-60. WANG Zhaojun. The Application of uniform design in parameter design [J].Acta Scientiarum Naturalium Universitatis Nankaiensis,2000,33(2):57-60. [9] 方开泰.均匀设计和均匀设计表.北京:科学出版社,1994:13-16. [10] 肖建春,曹新明,马星,等.预应力局部单双层网壳的参数分析与近似优化[J].建筑结构学报,2006,27(1):117-123. XIAO Jianchun,CAO Xinming,MA Xing,et al. Parametric analysis and approximate optimization of prestressed partial singlelayer shallow reticulated shells [J].Journal of Building Structures,2006,27(1):117-123. |
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