[1] 曹喜.张拉整体索穹顶结构的设计理论与试验研究[D].天津:天津大学,1997.
CAO Xi. Study on design theory and experiment of tensegrity cable dome structures[D].Tianjin: Tianjin University,1997.
[2] GEIGER D H, STENFANIUK A, CHEN D. The design and construction of two cable domes for the Korean Olympics[C]∥ Proceedings of International Association of Space Structures. Osaka: American Society of Civil Engineering, 1986: 265272.
[3] 杨联萍,董明,邱枕戈,等.索穹顶结构[J].空间结构,2003,9(2):914.
YANG Lian-pin, DONG Ming, QIU Zhen-ge,et al.Cable domes[J].Spatial Structures,2003,9(2):914.
[4] 唐建民.索穹顶体系的结构理论研究[D].上海:同济大学,1996.
TANG Jian-ming. The theory of cable dome system [D].Shanghai: Tongji University,1996.
[5] 袁行飞, 董石麟.索穹顶结构施工控制反分析[J].建筑结构学报,2001,22(2):7579.
YUAN Xing-fei, DONG Shi-lin. Inverse analysis of construction process of cable dome[J]. Journal of Building Structures, 2001, 22(2):7579.
[6] 郑君华,董石麟,詹伟东.葵花型索穹顶结构的多种施工张拉方法及其试验研究[J].建筑结构学报,2006,27 (1):112116.
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): 112116.
[7] 沈祖炎,张立新.基于非线性有限元的索穹顶施工模拟分析[J].计算力学学报,2002,19(4):466471.
SHEN Zu-yan, ZHANG Li-xin. Simulation of erection procedures of cable domes based on nonlinear FEM[J]. Chinese Journal of Computational Mechanics, 2002, 19(4): 466471.
[8] 罗尧治,沈雁彬.索穹顶结构初始状态确定与成形过程分析[J].浙江大学学报:工学版,2004,38(10):13211327.
LUO Yao-zhi, SHEN Yan-bin. Initial configuration determination of cable dome structure and analysis of its configuration process [J]. Journal of Zhejiang University: Engineering Science , 2004,38(10):13211327. |