Wang Zhen.Theoretical and Experimental Research on Performance of Nonlinear Behavior of Self-Anchored Suspension Bridge of Large Span from Geometry [D].Chongqing:Chongqing Jiaotong University,2013.
Lin Yuanpei.The design concept and future development of modern long span bridge[J].Journal of Chongqing Jiaotong University:Natural Science,2011,30(Sup2):1080-1083.
[5]
傅强.悬索桥几何非线性影响因素分析[J].上海公路,1997(2):33-35.
[6]
Fu Qiang.Analysis of geometric nonlinear influence factors of suspension bridge[J].Shanghai Highway,1997(2):33-35.
[7]
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.
[8]
Tang Maolin.Long-Span Suspension Bridge and Software Development[D].Chengdu:Southwest Jiaotong University,2003.
Zhang Junping,Huang Haiyun.Experimental study on nonlinear behaviors and construction control method in the process of structural system transition of self-anchored suspension bridge[J].Engineering Mechanics,2009,12(Sup2):160-167.
[11]
宋旭明.大跨度自锚式悬索桥受力特性与极限承载力研究[D].长沙:中南大学,2009.
[12]
Song Xuming.A Study of Mechanical Characteristics and Ultimate Load-Carrying Capacity of Long Span Self-Anchored Suspension Bridge[D].Changsha:Central South University,2009.
Chen Xiaoyu,Shen Ruili,Tang Maoling.Current situation and development for detection and bearing capacity evaluation of main cable of suspension bridge[J].Journal of Chongqing Jiaotong University:Natural Science,2013,32(Sup1):760-763.
Shen Ruili,Qi Dongchun.Model test study of the static property of the Jiangdong Bridge in Hangzhou[J].China Civil Engineering Journal,2011,44(1):74-80.
