Wang Shengqian.Characteristics of straddle type monorail railway and its application prospects[J].China Railway Science,2004,25(1):131-135.
[2]
Goda K,Nishigaito T,Hiraishi M,et al.A curving simulation for a monorail car [C]// Railroad Conference.Proceedings of the 2000 ASME / IEEE Joint.Newark,New Jersey:IEEE,2000:171-177.
[3]
Lee C H,Kawatani M,Kim C W,et al.Dynamic response of a monorail steel bridge under a moving train[J].Journal of Sound and Vibration,2006,294(3):562-579.
[4]
Lee C H,Kim C W,Kawatani M,et al.Dynamic response analysis of monorail bridges under moving trains and riding comfort of trains[J].Engineering Structures,2005,27(14):1999-2013.
Xing Jihui,Song Yuexiao,Yang Qingshan.Dynamic response research of straddle type monorail traffic system[J].Science Technology and Engineering,2007,7(11):2724-2726.
Liu Yuyu,Ge Yumei,Yang Yiren.Vibration characteristic of coupled system for straddle type monorail beam and train[J].Journal of Traffic and Transportation Engineering,2010,10(2):46-53.
Guo Wenhua,Liu Haitao.Dynamic analysis of a coupled system of a monorail train of straddle type and a continuous track beam[J].Journal of Vibration and Shock,2009,28(7):139-142.
[11]
Ma Jibing,Pu Qianhui,Huo Xuejin.Vehicle-bridge coupling vibration analysis of PC rail beam of straddle-type monorail transportation[J].Journal of Southwest Jiaotong University,2009,44(6):806-811.
Yi Jinsheng,Gu Anbang,Wang Xiaosong.Application of vehicle- bridge coupling vibrations theory in the study of bridge surface roughness[J].Journal of Chongqing Jiaotong University:Natural Science,2013,32(4):560-563.
Xie Bingmin,Xiang Zhongfu,Wang Xiaosong,et al.Dynamic analysis method of vehicle-bridge coupling based on ANSYS[J].Journal of Chongqing Jiaotong University:Natural Science,2012,31(5):935-938.
