土木工程、水利工程 |
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索穹顶结构施工模拟分析 |
郭佳民,董石麟,袁行飞,赵宝军 |
(浙江大学 空间结构研究中心,浙江 杭州 310027) |
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Simulation analysis of cable dome construction process |
GUO Jia-min, DONG Shi-lin, YUAN Xing-fei, ZHAO Bao-jun |
(Space Structures Research Center, Zhejiang University, Hangzhou 310027, China) |
引用本文:
郭佳民, 董石麟, 袁行飞, 等. 索穹顶结构施工模拟分析[J]. J4, 2009, 43(10): 1892-1896.
GUO Jia-Min, DONG Dan-Lin, YUAN Hang-Fei, et al. Simulation analysis of cable dome construction process. J4, 2009, 43(10): 1892-1896.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2009.10.025
或
http://www.zjujournals.com/eng/CN/Y2009/V43/I10/1892
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[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.
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[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.
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[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. |
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