徐君兰.大跨度悬索桥施工控制[M].北京:人民交通出版社,2000.XU Junlan.Construction Control of Long-span Suspension Bridges[M].Beijing:China Communications Press,2000.
[2]
王鹏.悬索桥空缆线形计算[J].结构工程师,2005,21(6):22-27.WANG Peng.Analysis of Cable Shape of Suspension Bridge at Cable Finished Stage[J].Structural Engineers,2005,21(6):22-27.
[3]
魏建东,刘忠玉.具有滑移式散索鞍的悬索桥主缆架设分析[J].计算力学学报,21305,22(6):755-761.WEI Jiandong,LIU Zhongyu.Calculation of Cable Election in Suspension Bridge with Sliding Saddles[J].Chinese Journal of Computational Meehanies,2005,22(6):755-761.
[4]
罗喜恒,肖汝诚,项海帆.悬索桥锚跨索股分析研究[J].公路交通科技,2004,21(12):45-53.LUO Xiheng,XIAO Rueheng,XIANG Haifan.Analysis Study of Anchor Span Strand for Suspension Bridges[J].Journal of Aighway and Transportation Research and Development,2004,21(12):45-53.
[5]
罗喜恒.复杂悬索桥施工过程精细化分析研究[D].上海:同济大学,2004.LUO Xiheng.Detailed Analysis of Construction Process of Suspension Bridges[D].Shanghai:Tongii University,2004.
[6]
沈锐利,薛光雄.悬索桥主缆丝股锚固力的计算方法探讨[J].桥梁建设,2003,25(6):25-29.SHEN Ruili,XUE Gnangxiong.Study of Calculation Methods for Anchorage Force of Main Cable Wire Strands of Suspension Bridge[J].Bridge Construction,2003,25(6):25-29.
[7]
沈锐利.悬索桥主缆系统设计及架设计算方法研究[J].土木工程学报,1996,29(2):3-9.SHEN Ruili.Calculation Methods for Design and Erection of Cable Curve of Suspension Bridge[J].China Civil Engineering Journal,1996,29(2):3-9.
[8]
唐茂林.大跨度悬索桥空间几何非线性分析与软件开发[D].成都:西南交通大学,2003.TANG Maolin.3D Geometrie Nonlinear Analysis of Longspan Suspension Bridge and Its Software Development[D].Chengdu:Southwest Jiaotong University,2003.