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[21]尹华拓, 谢宏, 饶惠明, 罗俊, 宋善义, 曾志平.高速铁路简支梁桥首墩高度限值研究[J].铁道工程学报, 2018, 35 (5) : 24-29.
[22]吴志鹏, 饶惠明, 罗俊, 曾志平.桥隧过渡段轨温与钢轨纵向位移的映射关系[J].铁道工程学报, 2018, 35 (1) : 29-35.
[23]魏炜, 余志武, 何贤丰, 曾志平.重载列车下CRTSIII型板式轨道结构力学特性试验研究[J].铁道科学与工程学报, 2018, 15 (3) : 581-588.
[24]魏炜, 曾志平, 刘斌, 吴斌.不同轴重重载列车作用下轮轨垂向力试验研究[J].铁道科学与工程学报, 2017, 15 (2) : 319-327.
[25]宋善义, 魏炜, 罗俊, 曾志平.高速铁路桥隧过渡段钢轨温度和纵向变形试验[J].铁道工程学报, 2018, 34 (1) : 30-35.
[26]曾志平, 谢宏.刚体与弹性半空间重力正向碰撞界面应力脉冲[J].铁道科学与工程学报, 2017, 14 (10) : 2091-2095.
[27]Weidong Wang, Bin Wu, Hong Xie, Zhiping Zeng, Zhihua Lin.Study on Interface Stress Pulse Characteristics of the Forward Collision between A Rigid Body and Elastic Half Space[C].ICRT, 2017
[28]Yan Hai-jian, Wang Wei-dong, Wu Bin, Zeng Zhi-Ping, Wei Wei.Dynamic Characteristics of Railway Subgrade under Heavy Haul Train[J].EGJE, 2017, 22: 209-232.
[29]Wang Guo-shu, Yan Hai-jian, Wang Wei-dong, Song Shan-yi, Zeng Zhi-ping.Resistance Characteristics of Ballast Bed in Different Stamping Stages[J].EGJE, 2017, 22: 1927-1939.
[30]张志超, 吴斌, 曾志平, 刘付山.高速铁路连续式无砟轨道温度场分析[J].铁道学报, 2017, 38 (12) : 86-93.
[31]Li-Min Peng, Yan-Gang Zhao, Ping Lou, Zhi-Wu Yu, Fu-shan Liu, Zhi-Ping Zeng(曾志平).Formulation of three-dimensional equations of motion for train–slab track–bridge interaction system and its application to random vibration analysis[J].Applied Mathematical Modelling, 2016, 40 (11-12) : 5891-5929.
[32]Chen Ling-Kun, Lou Ping, Zhi Wu-Yu, Lu Zhao-Hui, Liu Fu-Shan, Zeng Zhi-Ping.Three-Dimensional Rail–Bridge Coupling Element of Unequal Lengths for Analyzing Train–Track–Bridge Interaction System[J].Latin American Journal of Solids and Structures, 2016, 13: 2490-2528.
[33]何贤丰, 魏炜, 吴斌, 余志武, 朱坤腾, 曾志平.一种抑制CRTSⅢ型轨道板离缝的门型筋加密方案[J].铁道工程学报, 2016, 33 (7) : 25-29.
[34]Ping Lou, Ling-Kun Chen, Zhi-Wu Yu, Wen-Tao Xu, Yan-Gang Zhao, Zhi-Ping Zeng(曾志平).Random vibration analysis of train-bridge under track irregularities and traveling seismic waves using train-slab track-bridge interaction model[J].Journal of Sound and Vibration, 2015, 34: 22-43.
[35]Lou ping, Wen-tao Xu, Ling-kun Chen, Zhi-wu Yu, Yan-gang Zhao, Xian-feng He, Zhi-ping Zeng(曾志平).Random vibration of train-slab track-bridge coupling system under earthquakes[J].Structural Engineering and Mechanics, 2015, 54 (5) : 1017-1044.
[36]Ping Lou, Lingkun Chen, Wentao Xu, Xianfeng He, Kunteng Zhu, Zhiping Zeng(曾志平).Random Vibration Analysis of Train Moving over Slab Track on Bridge under Track Irregularities and Earthquakes by PEM[J].Discrete Dynamics in Nature and Society, 2015: doi.org/10.1155/2015.
[37]Ping Lou, Ling-kun Chen, Wen-tao Xu, Yan-gang Zhao, Zhi-wu Yu, Zhi-ping Zeng(曾志平).Numerical Simulation of Vertical Random Vibration of Train-Slab Track-Bridge Interaction System by PEM[J].Shock and Vibration, 2014: doi:10.1155/2014/.
[38]国巍, 陈格威, 曾志平, 蒋丽忠, 张楠, 陈令坤.Near-fault directivity pulse-like ground motion effect on high-speed railway bridge[J].Journal of Central South University, 2014, 21 (6) : 2425-2436.
[39]Chen Ge-wei, Zeng Zhi-ping(曾志平), Liu Wen-shuo, Guo Wei, Jiang Li-zhong, Chen Ling-kun.The Seismic Response of High-Speed Railway Bridges Subjected to Near-Fault Forward Directivity Ground Motions Using a Vehicle-Track-Bridge Element[J].Shock and Vibration, 2014: doi:10.1155/2014/985.
[40]魏炜, 刘付山, 刘斌, 罗俊, 曾志平.界面离缝对CRTSⅢ型板式轨道动力特性的影响[J].铁道工程学报, 2016, 33 (3) : 34-38.

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