[J].公路交通科技,2009,26 (10):71-75.LEI Yu,LI Xi. Study of Stability of Long-span Composite Deck Cable-stayed Bridge during Construction Process
[12]
[J]. Journal of Highway and Transportation Research and Development,2009,26 (10):71-75.
[13]
韩林海,陶忠,王文达.现代组合结构和混合结构:试验、理论和方法
[14]
[M].北京:科学出版社,2009.HAN Linhai,TAO Zhong,WANG Wenda. Advanced Composite and Mixed Structures:Testing,Theory and Design Approach
[15]
[M].Beijing:Science Press,2009.
[16]
吕建鸣,宋建永.组合截面桥梁结构计算方法研究
[17]
[J].公路交通科技,2005,22 (6):68-71.LV Jianming,SONG Jjianyong.Study on Analysis Method for Co-section Bridge Structure
[18]
[J].Beijing.Journal of Highway and Transportation Research and Development,2005,22 (6):68-71.
[19]
秦顺全.桥梁施工控制:无应力状态法理论与实践
[20]
[M].北京:人民交通出版社,2007.QIN Shunquan.Bridge Construction Control:Theory and Practice of Stress Free Status
[21]
[M]. Beijing:China Communications Press,2007.
[22]
罗涛.营口辽河公路大桥稳定性能研究
[23]
[J].公路交通科技,2009,26 (3):105-110.LUO Tao.Research on Stability of Liaohe River Highway Bridge in Yingkou
[24]
[J].Beijing.Journal of Highway and Transportation Research and Development, 2009,26(3):105-110.
[25]
颜东煌.斜拉桥合理设计状态确定与施工控制
[26]
[D].长沙:湖南大学,2001.YAN Donghuang.Determining of Reasonable Design States and Construction Controlling of Cable-stayed Bridges
[27]
[D].Changsha:Hunan University,2001.
[28]
冉志红,李乔.提高斜拉索索力估算精度的一种新方法
[29]
[J].公路交通科技,2007,24 (8):96-98.RAN Zhihong,LiQiao.A New Method to Enhance the Estimation Accuracy of Stay Cable Tension
[30]
[J].Journal of Highway and Transportation Research and Development,2007,24 (8):96-98.
[31]
程进,江见鲸,肖汝诚,等.ANSYS二次开发技术及在确定斜拉桥成桥初始恒荷载索力中的应用
[32]
[J].公路交通科技,2002,19 (3):50-52.CHENG Jin,JIANG Jianjing,XIAO Rucheng,et al.ANSYS Software and Its Application in Determination of Initial Cable Forces in Cable-stayed Bridges under Dead Loads
[33]
[J]. Journal of Highway and Transportation Research and Development,2002,19 (3):50-52.
[34]
李国豪.桥梁结构稳定与振动
[35]
[M].北京:中国铁道出版社,1992.LI Guohao. Stability and Vibration of Bridge Structure