周叶飞.变曲率竖曲线钢箱梁顶推受力特性及施工控制技术研究[D].长沙:长沙理工大学,2010. ZHOU Ye-fei.Research on key technologies of construction control & mechanics characters of multisection curved steel-box grider bridge which constructed by incremental launching method[D].Changsha:Changsha University of Science & Technology,2010.(in Chinese)
[2]
苏 魁.钢箱梁斜拉桥顶推施工关键问题[D].上海:同济大学,2006. SU Kui.The research of key problems in the incremental launching of cable-stayed bridge with steel box girder[D].Shanghai:Tongji University,2006.(in Chinese)
[3]
赵 博.双线铁路2×90 m叠合拱桥钢箱梁顶推方案的研究[D].长沙:中南大学,2009. ZHAO Bo.Research of steel box girder of 2×90 m span stacked arch bridge with two railway line incremental launching methods[D].Changsha:Central South University,2009.(in Chinese)
[4]
Zhang Ye-zhi,Luo Ru-deng.Patch loading and improved measures of incremental launching of steel box girder[J].Journal of Constructional Steel Research,2012,68(1):11-19.
张晔芝,谢晓慧.铁路特大桥钢箱梁顶推过程受力分析及改善方法[J].中国铁道科学,2009,30(3):21-26. ZHANG Ye-zhi,XIE Xiao-hui.The mechanical behaviors and improvement measures of railway grand bridge during incremental launching of the steel box girder[J].China Railway Science,2009,30(3):21-26.(in Chinese)
[7]
Karoumi R.Some modeling aspects in the nonlinear finite element analysis of cable supported bridges[J].Computers and Structures,1999,71(4):397-412.
[8]
Zhang H,Des R R.Experimental and analytical studies on a streamlined steel box girder[J].Journal of Constructional Steel Research,2010,66(7):906-914.
[9]
王 浩,李爱群,赵大亮,等.润扬悬索桥钢箱梁受力分析及实验研究[J].哈尔滨工业大学学报,2006,38(7):1062-1064. WANG Hao,LI Ai-qun,ZHAO Da-liang,et al.FE analysis and experimental study on local stress of steel box girder of Runyang suspension bridge[J].Journal of Harbin Institute of Technology,2006,38(7):1062-1064.(in Chinese)
[10]
Jung K H,Kim K S,Sim C W,et al.Verification of incremental launching construction safety for the Iisun bridge,the world's longest and widest prestressed concrete box girder with corrugated steel web section[J].Journal of Bridge Engineering,2011,16(3):453-460.
[11]
Farahani K,Mofid M,Vafai A.A solution method for general contact-impact problems[J].Computer Methods in Applied Mechanics and Engineering,2000,187(1-2):69-77.
[12]
Fontan A N,Diaz J M,Baldomir A,et al.Improved optimization formulations for launching nose of incrementally launched prestressed concrete bridges[J].Journal of bridge Engineering,2011,16(3):461-470.
[13]
王文雷,冯德飞,卢文良.顶推施工中钢箱梁在滑道处的局部应力分析[J].北京交通大学学报,2006,30(增):190-193. WANG Wen-lei,FENG De-fei,LU Wen-liang.The local stress analysis of the box beam in slide way during incremental launching [J].Journal of Beijing Jiaotong University,2006,30(S):190-193.(in Chinese)