Citation: | LI Peigang, LIU Xueyi, HAO Yuanxing. Damping Characteristics of Ballast Mat on Culvert[J]. Journal of Southwest Jiaotong University, 2012, 25(2): 192-197. doi: 10.3969/j.issn.0258-2724.2012.02.004 |
张传东. 既有线提速桥涵轨下道砟厚度不足的处理对策[J. 铁道建筑,2007(9): 88-91.ZHANG Chuandong. Remedial measures for insufficient thickness of ballast on bridge and culvert on existing speed-increasing railway[J. Railway Engineering, 2007(9): 88-91. [2 YANG Y B, LIN B H. Vehicle-bridge interaction analysis by dynamic condensation method[J. Journal of Structural Engineering, 1995, 121(11): 1636-1643. [3 雷晓燕. 列车通过轨道不平顺和刚度突变时对轨道振动的影响[J. 铁道科学与工程学报,2005,29(6): 1-8.LEI Xiaoyan. Influences of the train on track vibration when passing through the railway with irregularities and rigidity abrupt change[J. Journal of Railway Science and Engineering, 2005, 29(6): 1-8. [4 韩义涛,姚力,王瑶. 胶济线涵顶铺设弹性轨枕的动力分析研究[J. 铁道建筑,2007(9): 82-84. HAN Yitao, YAO Li, WANG Yao. Analytical study about influence of laying elastic sleepers upon ballast bed on underneath culvert's dynamic response[J. Railway Engineering, 2007(9): 82-84. [5 徐田坤. 城市桥上有砟轨道减振措施的研究[D. 北京:北京交通大学土木建筑工程学院,2008: 43-62. [6 李成辉. 轨道结构振动理论及其应用研究[D. 成都:西南交通大学土木工程学院,1996: 13-97. [7 翟婉明. 车辆-轨道耦合动力学[M. 3版. 北京:科学出版社,2007: 20-37. [8 刘学毅,王平. 车辆-轨道-路基系统动力学[M. 成都:西南交通大学出版社,2010: 56-164. [9 JOHN O H. The theory manual of LS-DANA[M. Livermore: Livermore Software Technology Corporation, 2006: 24.1-24.12. [10 李裕春,时党勇,赵远. ANSYS 11.0/LS-DYNA基础理论与工程实践[M. 北京:中国水利水电出版社,2008: 19-80. [11 廖雪娇. 减低交通荷载引起地面振动的数值模拟[D. 重庆:重庆大学资源及环境科学学院,2009: 15-19. [12 张雄,王天舒. 计算动力学[M. 北京:清华大学出版社,2007: 147-150. [13 陈果,翟婉明. 铁路轨道不平顺随机过程的数值模拟[J. 西南交通大学学报,1999,34(2): 138-142.CHEN Guo, ZHAI Wanming. Numerical simulation of random process about railway track irregularity[J. Journal of Southwest Jiaotong University,1999, 34(2): 138-142. [14 雷晓燕. 轨道结构动力分析的傅里叶变换法[J. 铁道学报,2007,29(3): 67-71.LEI Xiaoyan. Dynamic analyses of track structure with Fourier transform technique[J. Journal of the China Railway Society, 2007, 29(3): 67-71. [15 雷晓燕. 高速铁路轨道振动与轨道临界速度的傅里叶变换法[J. 中国铁道科学,2007,28(6): 30-34.
|