Thai Huu Tai,Choi Dong Ho.Advanced analysis of multi-span suspension bridges[J].Journal of Constructional Steel Research,2013,90(8):29-41.
[2]
Ge Y J,Xiang H F.Extension of bridging capacity of cable-supported bridges using double main spans or twin parallel decks solutions[J].Structure And Infrastructure Engineering,2011,7(7-8):551-567.
[3]
Yoshimura T,Kawahara M.Aerodynamic stability of large suspension bridge using cable frames[C]//Proceeding of the 34th International Symposium on Bridge and Structural Engineering Venice(Italy):IABSE,2010:17-24.
[4]
Fabio B,Dan M F.Bridge Maintenance,Safety,Management,Resilience and Sustainalility[M].Taylor&Francis Group,2012.
[5]
Larsenkr.Dehumidification slows corrosion of forth road bridge cables[J].Materials Performance,2013,52(4):22-24.
[6]
Virlogeux M.Bridges with multiple cable-stayed spans[J].Structural Engineering and Mechanics,2001,30(1):56-58.
[7]
宋涛.矮塔斜拉桥设计关键问题研究[D].西安:长安大学,2016.Song Tao.Study on design theory of extradosed cable stayed bridge[D].Xi’an:Chang’an University,2016.
[8]
林道锦,李忠三,王仁贵.多塔斜拉桥力学性能研究[J].公路,2013,(7):317-321.Lin Daojin,Li Zhongsan,Wang Rengui.Analysis of mechanical properties of multi-pylon cable-stayed bridges[J].Highway,2013,(7):317-321.
Yutaka Okamoto,Shunichi Nakamura.Static and seismic studies on steel/concrete hybrid towers for multispan cable-stayed bridge[J].Journal of Constructional Steel Research,2011,67:203-210.
[11]
Choi Dong Ho,Gwon Sun Gil,Yoo Hoon,et al.Nonlinear static analysis of continuous multi-span suspension bridges[J].International Journal of Steel Structures,2013,13(1):103-115.
[12]
Zhang Liwen,Xiao Rucheng,Jiang Yang,et al.The characteristics of the multi-span suspension bridge with double main cables in the vertical plane[J].Structural Engineer,2012,42(3):291-311.
[13]
柳惠芬.斜拉桥实用简化分析[D].上海:同济大学,1995.Liu Huifen.Practically simplified analysis of cablestayed bridges[D].Shanghai:Tongji University,1995.
Osamu Yoshida,Motoi Okuda,Takeo Moriya.Structural characteristics and applicability of four-span suspension bridge[J].Journal of Bridge Engineering,2004,9(5):453-463.
[18]
李忠三.基于静动力特性的多塔长跨斜拉桥结构体系刚度研究[D].北京:北京交通大学,2014.Li Zhongsan.Study on rigidity of long-span cablestayed bridge with multi-tower based on the static and dynamic characteristics[D].Beijing:Beijing Jiaotong University,2014.
[19]
李忠三,雷俊卿.多塔斜拉桥拉索支承刚度系数的求解与分析[J].长安大学学报(自然科学版),2015,35(2):83-90.Li Zhongsan,Lei Junqing.Analysis and solution of cable supporting stiffness coefficient of multi-pylon cablestayed bridges[J].Journal of Chang’an University(Natural Science Edition),2015,35(2):83-90.
[20]
陶能迁,王福敏.提高PC三塔斜拉桥整体刚度研究[J].重庆交通学院学报,2007,26(2):14-20.Tao Nengqian,Wang Fumin.Study on improving the whole rigidity of prestressed concrete three-pylon cable-stayed bridge[J].Journal of Chongqing Jiaotong University,2007,26(2):14-20.
[21]
张杨永.斜拉桥近似计算与结构体系研究[D].上海:同济大学,2010.Zhang Yangyong.Approximate calculation and study of structural system in cable-stayed bridge[D].Shanghai:Tongji University,2010.
[22]
郑春,刘晓东.论多塔斜拉桥的刚度[J].公路,2002,(6):98-100.Zheng Chun,Liu Xiaodong.Rigidity of multi-tower cable-stayed bridge[J].Highway,2002,(6):98-100.
[23]
孙斌,胡志坚,张立文,等.多塔悬索桥活载效应简化分析[J].中国公路学报,2015,28(11):60-66.Sun Bin,Hu Zhijian,Zhang liwen,et al.Simplified analysis of live load responses in multi-tower suspension bridges[J].China Journal of Highway and Transport,2015,28(11):60-66.
