Journal Publications
- [1]Cai Xiaopei*, Dai Gonglian, Pu Hao, Liu Shi, Yan Bin.Elastic-plastic seismic response of CRTS II slab ballastless track system on high-speed railway bridges[J].SCIENCE CHINA Technological Sciences, 2017, 60 (6) : 865-871.
- [2]Hu Nan, Dai Gonglian, Yan Bin.Recent development of design and construction of short span high-speed railway bridges in China[J].Engineering Structures, 2015, 100: 707-717.
- [3]Dai Gonglian, Yan Bin.Seismic pounding and protection measures of simply-supported beams considering interaction between continuously welded rail and bridge[J].Structural Engineering International, 2013, 23 (1) : 61-67.
- [4]Liu Ke, Yan Bin, Dai Gonglian, Hu Nan.Recent development of design and construction of medium and long span high-speed railway bridges in china[J].Engineering Structures, 2014, 74: 233-3784.
- [5]Chen Yue, Dai Jingyao, Yan Bin.Dynamic response of overpass cable-stayed bridge due to aerodynamic effect of high-speed train[J].Journal of Vibroengineering, 2014, 16 (8) : 3777-3784.
- [6]Zhang Huaping, Dai Gonglian, Yan Bin.Beam-track interaction of high-speed railway bridge with ballast track[J].Journal of Central South University of Technology, 2012, 19 (5) : 1447-1453.
- [7]Yan Bin*, Dai Gonglian.Longitudinal forces of continuously welded rail on high-speed railway cable-stayed bridge considering impact of adjacent bridges[J].Journal of Central South University, 2012, 19 (8) : 2348-2353.
- [8]Xu Qingyuan, Guo Wenhua, Dai Gonglian, Yan Bin.Longitudinal force in continuously welded rail on long-span tied arch continuous bridge carrying multiple tracks[J].Journal of Central South University, 2015, 22 (5) : 2001-2006.
- [9]Yan Bin*, Su Miao, Dai Gonglian.Case study of twin cable-stayed bridges for high-speed railway in China: design, analysis and construction[J].Structural Engineering International, 2014, 24 (3) : 396-401.
- [10]He Xuhui, Jiang Lizhong, Yan Bin*, Wang Peng, Wei Biao.Parameter optimization of damper-friction isolation systems using concave friction distribution[J].Journal of Vibroengineering, 2016, 18 (3) : 905-916.
- [11]Guo Wei, Yan Bin*, Chen Xiaoping, Xu Qingyuan.study on vibration reduction slab track and adjacent transition section in high-speed railway tunnel[J].Journal of Vibroengineering, 2015, 17 (2) : 905-916.
- [12]Yan Bin*, Deng Yongle, Yu Xiangdong.Case Study of the 156 m Simply Supported Steel Truss Railway Bridge[J].Structural Engineering International, 2017, 27 (4) : 563-568.
- [13]戴公连, 陈玥, 闫斌*.高速列车气动力作用下跨线铁路斜拉桥及桥上轨道结构的动力响应[J].中国铁道科学, 2014, 35 (5) : 24-29.
- [14]蒲浩*, 戴公连, 刘施, 闫斌.我国典型地区无砟轨道非线性温度梯度及温度荷载模式[J].铁道学报, 2016, 38 (8) : 81-86.
- [15]唐进锋*, 蒲浩, 戴公连, 刘施, 闫斌.多维地震作用下桥梁-无砟轨道非线性相互作用[J].铁道学报, 2016, 38 (5) : 74-80.
- [16]苏海霆, 戴公连*, 闫斌.基于气象参数的轨道板竖向温度梯度预测模型.华南理工大学学报, 2014, 42 (12) : 9-13.
- [17]徐庆元, 戴公连, 闫斌*.行波效应下铁路简支梁桥梁轨系统地震响应[J].振动工程学报, 2013, 26 (3) : 357-362.
- [18]粟淼, 戴公连, 闫斌*.考虑轨道约束的高速铁路简支梁碰撞效应研究[J].桥梁建设, 2014, 44 (6) : 24-28.
- [19]戴公连, 闫斌*.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.
- [20]魏标*, 戴公连, 闫斌.考虑地震行波效应的高铁连续梁桥梁轨互制[J].振动与冲击, 2014, 33 (5) : 87-90.
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Yan Bin
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MOBILE Version
