徐恭义.大跨度混合型斜拉桥结构体系比较计算[J].华东公路,1993(6):48-51.XU Gongyi.Comparativee Calculation on Long-span Hybrid Cable-stayed Bridge[J].East China Highway, 1993(6):48-51.
[3]
余天庆,李辉,何予生,等.混合型斜拉桥接点部位的设计[J].四川建筑,2006,26(3):82-84.YU Tianqing,LI Hui,HE Yusheng,et al.Design of Joint Part in Hybrid Cable-stayed Bridge[J].Sichuan Architecture,2006,26(3):82-84.
[4]
刘高,唐亮,谭皓,等.混合梁斜拉桥钢混结合部的合理位置[J].公路交通科技,2010,27(6):52-57.LIU Gao,TANG Liang,TAN Hao,et al.Determination of Rational Steel-concrete Connection Position for Hybrid Girder Cable-stayed Bridge[J].Journal of Highway and Transportation Research and Development, 2010, 27(6):52-57.
[5]
张强,杨进.湛江海湾大桥正桥总体设计[J].桥梁建设,2002(6):31-34.ZHANG Qiang,YANG Jin.General Design of Main Spans of Zhanjiang Bay Bridge[J].Bridge Construction,2002(6):31-34.
[6]
张强,杨进.湛江海湾大桥跨海主桥设计[J].中外公路,2006,26(5):16-19.ZHANG Qiang,YANG Jin.Design of Main Spans of Zhanjiang Bay Bridge[J].Journal of China&Foreign Highway,2006,26(5):16-19.
[7]
刘承虞.湛江海湾大桥钢箱梁设计[J].中外公路, 2006,26(5):20-22.LIU Chengyu.Design of Steel Box Beam of Zhanjiang Bay Bridge[J].Journal of China&Foreign Highway,2006, 26(5):20-22.
[8]
张强,高宝峰,刘承虞.湛江海湾大桥斜拉桥设计新技术[J].桥梁建设,2007,37(S2):1-4.ZHANG Qiang, GAO Baofeng, LIU Chengyu.New Techniques for Design of Cable-stayed Bridge of Zhanjiang Bay Bridge[J].Bridge Construction,2007,37(S2):1-4.
[9]
窦文俊.大跨径桥梁布置与工程投资的统计分析[J].城市道桥与防洪,1998(4):21-26.DOU Wenjun.Arrangement of Long Span Bridges and Statistical Analysis of Project Investment[J].Urban Roads Bridges&Flood Control,1998(4):21-26.
[10]
王天英,王晓阳.公路桥梁经济跨径浅析与选用[J].青海科技,1998,5(4):35-38.WANG Tianying,WANG Xiaoyang.Elementary Analysis and Selection of the Economic Span of Highway Bridge[J].Qinghai Science and Technology,1998,5(4 ):35-38.
[11]
袁红茵.关于桥梁的跨径、景观与工程造价的探讨[J].湖南交通科技,2001,27(4):33-34.YUAN Hongyin.Discussion on Bridge Span,Landscape and Engineering Cost[J].Hunan Communications Science and Technology,2001,27(4):33-34.
[12]
张鹏.桥梁加固方案的层次分析优选法[J].公路交通科技,2006,23(7):92-95.ZHANG Peng.Choice of Optimum Scheme for Bridge Strengthening by Using Analytic Hierarchy Process[J].Journal of Highway and Transportation Research and Development,2006,23(7):92-95.