Zhou Ｒenzhong，Chen Fuqiang，Yang Yanhua.Monitoring analysis about cable force of deduction tower of Chaotianmen Yangtze Ｒiver bridge [J].Transportation Science and Technology，2009(1): 15-18．
Zhang Kebo，Wang Guojun.Calculation of stayed-buckle cable force for concrete-filled steel tubular arch bridge with long span during lifting [J].Journal of Changsha University of Science and Technology: Natural Science，2005，2(4): 17-21．
[7]
张明中.大跨度钢管混凝土拱桥施工过程仿真计算分析[D].武 汉: 武汉理工大学， 2008．
[8]
Zhang Mingzhong.Analysis of Simulation Calculation on the Construction Process of Long-Span CFST Arch Bridge [D].Wuhan: Wuhan University of Technology，2008．
Zhao Lei，Du Zhengguo.Analysis of stability during construction of the steel-tube concrete stiff skeleton of long-span ＲC arch bridge [J].Journal of Southwest Jiaotong University，1994，29 (4): 446- 452．
Chen Qiang，Wang Shuguo，Peng Xueli，et al.Lifting program calculation of basket-type arch of Luobuxi Bridge [J].Ｒailway Standard Design，2010(8): 178-182．
[13]
丁琦.大跨度拱桥拱肋吊装仿真计算与抗震分析[D].兰州: 兰 州交通大学，2 006．
[14]
Ding Qi.Simulation Calculation of Arch Ｒib Hanging Construction and Aseismic Analysis of Large Span Arch Bridges [D].Lanzhou: Lanzhou Jiaotong University，2006．
