[1] 徐庆元.高速铁路桥上无缝线路纵向附加力三维有限元静力与动力分析研究[D].长沙:中南大学,2005.
XU Qing-yuan. Static and dynamic 3D finite element analysis of additional longitudinal forces transmission between CWR and high-speed railway bridges[D]. Changsha: Central South University, 2005.(in Chinese)
[2] 徐庆元,陈秀方,李树德.高速铁路桥上无缝线路纵向附加力研究[J].中国铁道科学,2006,27(3):8-12.
XU Qing-yuan, CHEN Xiu-fang, LI Shu-de. Study on the additional longitudinal forces transmission between continuously welded rails and high-speed railway bridges[J]. China Railway Science, 2006, 27(3): 8-12.(in Chinese)
[3] 张 建.刚构桥上无缝线路的ANSYS分析及二次开发[D].长沙:中南大学,2007.ZHANG Jian. ANSYS analysis and secondary exploitation of CWR on rigid frame bridge[D]. Changsha: Central South University, 2007.(in Chinese)
[4] 李秋义,孙 立.桥墩温差荷载引起的桥上无缝线路钢轨附加力[J].中国铁道科学,2007,28(4):50-54.
LI Qiu-yi, SUN Li. Additional longitudinal force of CWR track on bridge caused by temperature difference between one side and another side of pier[J]. China Railway Science, 2007, 28(4): 50-54.(in Chinese)
[5] 魏贤奎,陈小平,王 平.有砟轨道基础桥上无缝线路计算软件开发及应用[J].铁道建筑,2010(8):115-118.
WEI Xian-kui, CHEN Xiao-ping, WANG Ping. Development and application of calculation software of CWR with ballasted track on bridges[J]. Railway Engineering, 2010(8): 115-118.(in Chinese)
[6] RUGE P, BIRK C. Longitudinal forces in continuously welded rails on bridge decks due to nonlinear track-bridge interaction[J]. Computers and Structures, 2007, 85(7/8): 458-475.
[7] RUGE P, WIDARDA D R, SCHMALZLIN G, et al. Longitudinal track-bridge interaction due to sudden change of coupling interface[J]. Computers and Structures, 2009, 87(1/2): 47-58.
[8] 李志辉.铁路高墩、大跨、长联简支梁桥上无缝线路桥墩纵向水平线刚度优化[D].长沙:中南大学,2011.
LI Zhi-hui. The optimization of pier longitudinal linear stiffness of CWR on railway simply supported bridges with high-pier, long span and large-length[D]. Changsha: Central South University, 2011.(in Chinese)
[9] BATTINI J M, MAHIR U K. A simple finite element to consider the non-linear influence of the ballast on vibrations of railway bridges[J]. Engineering Structures, 2011, 33(9)2597-2602.
[10] 朱 彬.大跨度钢箱混合梁斜拉桥无缝线路设计研究[J].铁道标准设计,2012(2):4-6,15.
ZHU Bin. Design of continuous welded rail upon long span cable-stayed bridge with steel-concrete composite box beam[J]. Railway Standard Design, 2012(2): 4-6, 15.(in Chinese)
[11] 闫 斌,戴公连.高速铁路斜拉桥上无缝线路纵向力研究[J].铁道学报,2012,34(3):83-87.
YAN Bin, DAI Gong-lian. CWR longitudinal force of cable-stayed bridge of high-speed railway[J]. Journal of the China Railway Society, 2012, 34(3): 83-87.(in Chinese)
[12] 闫 斌,戴公连,董林育.客运专线斜拉桥梁轨相互作用设计参数[J].交通运输工程学报,2012,12(1):31-37.
YAN Bin, DAI Gong-lian, DONG Lin-yu. Design parameters of track-bridge interaction on passenger dedicated line cable-stayed bridge[J]. Journal of Traffic and Transportation Engin-eering, 2012, 12(1): 31-37.(in Chinese)
[13] 赵卫华.斜拉桥上无缝线路设计计算方法研究[D].成都:西南交通大学,2010.
ZHAO Wei-hua. A study of calculation method of CWR on cable-stayed bridge[D]. Chengdu: Southwest Jiaotong University, 2010.(in Chinese)