作者简介：高剑(1977-),男,陕西西安人,工程师,工学硕士,E-mail:amos911@126.com.
作者单位：高剑（中交公路规划设计院,北京,100010）
裴岷山（中交公路规划设计院,北京,100010）
参考文献：
[1]严国敏.现代斜拉桥[M].成都:西南交通大学出版社,1996.YAN Guo-min.Modern Cable-Stayed Bridges[M].Chengdu:Southwest Jiaotong University Press,1996.
[2]刘士林,梁智涛,侯金龙,等.斜拉桥[M].北京:人民交通出版社,2002.LIU Shi-lin,LIANG Zhi-tao,HOU Jin-long,et al.Cable-Stayed Bridges[M].Beijing:China Communications Press,2002.
[3]刘庆宽,王新敏,强士中.斜拉桥索梁锚固区附加弯矩对梁体受力的影响[J].石家庄铁道学院学报,2000,13(4):62-65.LIU Qing-kuan,WANG Xin-rnin,QIANG Shi-zhong.The Affection of Additional Moment to the Stress in Beam in the Zone of Anchorage of Cable-Stayed Bridge[J].Journal of Shijiazhuang Railway Institute,2000,13(4):62-65.
[4]刘庆宽,强士中,张强,等.斜拉桥锚箱式索梁锚固区应力分析[J].桥梁建设,2001,31(5):14-16.LIU Qing-kuan,QIANG Shi-zhong,ZHANG Qiang,et al.Analysis of Stress in Anchorage Zone Between Box-Shaped Steel Beam and Cable in Cable-Stayed Bridge[J].Bridge Construction,2001,31 (5):14-16.
[5]颜海,范立础.大跨度斜拉桥索梁锚固中的非线性接触问题[J].中国公路学报,2004,17(2):46-49.YAN Hai,FAN Li-chu.Research on Nonlinear Contact Problem of Cable-Stayed Bridges[J].China Journal of Highway and Transport,2004,17(2):46-49.
[6]刘庆宽,强士中,张强,等.斜拉桥耳板索梁锚固结构受力特性研究[J].中国公路学报,2002,15(1):72-75.LIU Qing-kuan,QIANG Shi-zhong,ZHANG Qiang,et al.Structural Analysis of Ear-Plate Cable and Beam Anchorage for Cable-Stayed Bridge[J].China Journal of Highway and Transport,2002,15(1):72-75.
[7]单炜,李玉顺,于玲,等.异形截面斜拉桥索塔锚固区节段足尺模型试验研究[J].中国公路学报,2005,18(3):60-65.SHAN Wei,LI Yu-shun,YU Ling,et al.Experimental Research on Full-Scale Model for Anchorage Zone of Pylon of Cable-Stayed Bridge with Illegal-Section[J].China Journal of Highway and Transport,2005,18(3):60-65.
