中南大学 Liu Wenshuo

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Liu Wenshuo

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Journal Publications

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[1]Xuhui He, Y. Frank Chen, Zhiwu Yu, Gonglian Dai, Wenshuo Liu*.Interaction between continuous welded rail and long-span steel truss arch bridge of a high-speed railway under seismic action[J].Structure and Infrastructure Engineering, 2018, 14 (8) : 1051-1064.（SCI, Q2）.
[2]Rao Shao-chen, Dai Gong-lian, Liu Wen-shuo*.Numerical calculation on solar temperature field of a cable-stayed bridge with U-shaped section on High-speed Railway[J].Journal of Central South University, 2014, 21 (8) : 3345-3352.（SCI, Q3）.
[3]Wenshuo Liu*.Track-Bridge Interaction between Continuous Welded Rails and Long-span Steel-truss Arch Bridge on High-speed Railway[J].Structural Engineering International, 2015, 25 (2) : （SCI，摘要论文）.
[4]Lang Yu, Jianping Zhai, Y.Frank Chen, Wenshuo Liu*, Hongxi Qin, Xuhui He.Design, Analysis and Construction of a Steel Truss Cable-Stayed Bridge for High-Speed Railway in China[J].Structural Engineering International, 26 (4) : 381-388. （SCI, Q4）.
[5]Hao Wang, Wenshuo Liu*, Tianyou Tao*, Hongxi Qin, Xuhui He.Measurement of Non-Stationary Characteristics of a Landfall Typhoon at the Jiangyin Bridge Site[J].Sensors, 2017, 17 (10) : UNSP2186, (SCI, Q1).
[6]HE Xu-hui, DAI Gong-lian, LIU Wen-shuo*.Sensitive Factors Research for Track-bridge Interaction of a Long-span X-style Steel-box Arch Bridge on High-speed Railway[J].Journal of Central South University, 2013, 20 (11) : 3314-3323.（SCI, Q3）.
[7]LIU Wen-shuo*, DAI Gong-lian.Applicability research of small resistance fastener on long-span conti[J]. Journal of Central South University, 2013, 20 (5) : 1426-1433.（SCI, Q3）.
[8]DAI Gong-lian, LIU Wen-shuo*.Dongping Channel Bridge: Long-Span Steel Arch Bridge with three main trusses in the Wuhan-Guangzhou High-speed Railway, China[J].Structural Engineering International, 2011, 21 (4) : 492-496. (SCI, Q4).
[9]秦红禧*, 戴公连, 刘文硕.滑移支座摩阻效应对高速铁路大跨度桥梁梁轨相互作用的影响[J].中南大学学报（自然科学版）, 2018: (EI, 录用待刊).
[10]李玲英, 刘文硕*, 戴公连.关于高速铁路中小跨度桥梁设计活载模式的探讨[J].土木工程学报, 2012, 45 (10) : 161-168.（EI）.
[11]刘文硕*, 王蒙, 戴公连.动载下CRTSⅡ型无砟轨道-简支梁桥变形试验研究[J].振动与冲击, 2018, 37 (07) : 102-108. (EI).
[12]戴公连*, 刘文硕.大跨径无砟连续梁上小阻力扣件的适应性研究[J].华中科技大学学报（自然科学版）, 2013, 41 (7) : 36-41. (EI).
[13]戴公连；刘瑶；刘文硕*.大跨度连续梁桥与梁拱组合桥梁轨相互作用比较[J].中南大学学报（自然科学版）, 2017, 48 (1) : 233-238. (EI).
[14]戴公连；龙绿军；刘文硕*.纵连板式无砟轨道简支梁桥动力响应试验研究[J].湖南大学学报（自然科学版）, 2016, 43 (09) : 105-112. (EI).
[15]戴公连；刘翔宇；刘文硕*.简支梁上CRTSⅡ型无砟轨道动力特性的试验研究[J].华南理工大学学报（自然科学版）, 2017, 45 (04) : 95-102. (EI).

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