TATEMICHI I,HATATO T,ANMA Y,et al.Vibrationtests on a full-size suspend-dome structure[J].International Journal of Space Structure,1997,12(3/4):217-224.
[2]
KAWAGUCHI M,TATEMICHI I,CHEN P S.Optimumshapes of a cable dome structure[J].EngineeringStructures,1999,21(8):719-725.
[3]
张爱林,刘学春.奥运羽毛球馆张弦穹顶结构基于整体稳定的优化设计[J].建筑结构,2007,37(2):1-5.ZHANG Ai-lin,LIU Xue-chun.Suspen-dome optimaldesign of olympic badminton stadium based on integralstability[J].Building Structure,2007,37(2):1-5.(inChinese)
[4]
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.Stabilityanalysis of suspend-dome of badminton gymnasium for 2008Olympic Games[J].Industrial Construction,2007,37(1):8-11.(in Chinese)
张爱林,张晓峰,葛家琪,等.2008奥运羽毛球馆张弦网壳结构整体稳定分析中初始缺陷的影响研究[J].空间结构,2006,12(4):8-12.ZHANG Ai-lin,ZHANG Xiao-feng,GE Jia-qi,et al.Influence of initial geometrical imperfections on stability ofa suspendome for badminton arena for 2008 OlympicGames[J].Spatial Structures,2006,12(4):8-12.(inChinese)
[7]
刘学春.预应力弦支穹顶结构稳定性分析及优化设计[D].北京:北京工业大学建筑工程学院,2006.LIU Xue-chun.Stability analysis and optimization ofprestressing suspendome structure[D].Beijing:College ofArchitecture and Civil Engineering,Beijing University ofTechnology,2006.(in Chinese)
李楠.考虑初始缺陷随机性的弦支穹顶结构的可靠性分析[D].北京:北京工业大学建筑工程学院,2009.LI Nan.Reliability analysis of suspen-dome withconstruction deviation random distribution[D].Beijing:College of Architecture and Civil Engineering,BeijingUniversity of Technology,2009.(in Chinese)
[11]
张爱林,刘学春,王冬梅,等.2008奥运会羽毛球馆新型弦支穹顶结构模型静力实验研究[J].建筑结构学报,2007,28(6):58-67.ZHANG Ai-lin,LIU Xue-chun,WANG Dong-mei,et al.Static experimental study on the model of the suspend-dome of the badminton gymnasium for 2008 olympicgames[J].Journal of Building Structures,2007,28(6):58-67.(in Chinese)