张爱林,刘学春,葛家琪,等.2008年奥运会羽毛球馆预应力张弦穹顶结构整体稳定分析[J].工业建筑,2007,37(1):8-11.ZHANG Ai-lin,LIU Xue-chun,GE Jia-qi,et al.The overall stability analysis of the suspend-dome structure system of the badminton gymnasium for 2008 Olympic Games[J].Industrial Construction,2007,37(1):8-11.(in Chinese)
[6]
张明山,董石麟,张志宏.弦支穹顶初始预应力分布的确定及稳定性分析[J].空间结构,2004,10(2):8-12.ZHANG Ming-shan,DONG Shi-lin,ZHANG Zhi-hong.Distribution of initial pre-stress and stability analysis of suspend-dome[J].Spatial Structures,2004,10(2):8-12.(in Chinese)
[7]
罗斌,郭正兴,冯远,等.常州市体育馆椭圆抛物面弦支穹顶稳定性研究[J].建筑结构学报,2009,30(6):148-154.LUO Bin,GUO Zheng-xing,FENG Yuan,et al.Stability research on elliptic paraboloid suspen-dome of Changzhou Municipal Gymnasium[J].Journal of Building Structure,2009,30(6):148-154.(in Chinese)
[8]
沈士钊.网壳结构的稳定性[J].土木工程学报,1999,36(2):11-19.SHEN Shi-zhao.Stability of latticed shells[J].China Civil Engineering Journal,1999,36(2):11-19.(in Chinese)
[9]
崔晓强,郭彦林.Kiewitt型弦支穹顶结构的弹性极限承载力研究[J].建筑结构学报,2003,24(1):74-79.CUI Xiao-qiang,GUO Yan-lin.Elastic ultimate capacity of Kiewitt suspend dome[J].Journal of Building Structure,2003,24(1):74-79.(in Chinese)
[10]
陈志华,窦开亮,左晨然.弦支穹顶结构的稳定性分析[J].建筑结构,2004,34(5):46-48.CHEN Zhi-hua,DOU Kai-liang,ZUO Chen-ran.Analysis of the stability of suspend-dome structure[J].Building Structure,2004,34(5):46-48.(in Chinese)