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刘文硕
个人简介

刘文硕

出生日期:1985年11月

最高学历:博士

职称:讲师、硕士生导师

所在系所:桥梁工程系

电子邮箱:liuwenshuo@csu.edu.cn

联系电话:18073187230

教育经历:

[1] 2007.09-2013.12,中南大学,桥梁与隧道工程,博士

[2] 2003.09-2007.06,中南大学,土木工程,学士

工作经历:

[1] 2014.01-至今,中南大学,土木工程学院,桥梁工程系,讲师


科研方向
_________________________________________________________________________________________

高速铁路、重载铁路桥梁与轨道相互作用


学术成果
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1.主持及参研科研项目:

[1] 国家自然科学基金青年基金,重载铁路桥梁-有砟轨道层间阻力时变模型与梁轨相互作用研究,2018-2020,主持。

[2] 湖南省自然科学基金青年基金,温度与列车荷载耦合作用下高速铁路CRTS II型板式无砟轨道-桥梁结构动力特性与工作性能研究,2018-2020,主持。

[3] 中国博士后基金面上项目(一等资助),基于多尺度的千米级斜拉桥梁轨互制及轨道失稳机理研究,2015-2016,主持。

[4] 中国铁路总公司科技研究开发计划课题,福厦客专泉州湾特大桥大跨径复杂主桥强风、温度作用模式与结构变形特征研究,2017-2020,主研。

[5] 国家自然科学基金面上项目,高速铁路大跨度桥梁与无缝线路相互作用机理及适应性,2014-2017,主研。

[6] 中国铁路总公司科技研究开发计划课题,桥上CRTSⅡ型板式无砟轨道动力性能试验研究,2014-2015,主研。

[7] 中国铁路总公司科技研究开发计划课题,合福高速铁路复杂地形地质条件下桥梁与无砟无缝线路适应性研究,2014-2016,参研。

2.发表期刊论文:

[1] Wenshuo Liu, Gonglian Dai, Zhiwu Yu, Y. Frank Chen, Xuhui He. 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)

[2] Xuhui He, Hongxi Qin, Wenshuo Liu*, Y.Frank Chen, Jianping Zhai, Lang Yu. Design, Analysis and Construction of a Steel Truss Cable-Stayed Bridge for High-speed Railway in China[J]. Structural Engineering International, 2016, 26(4):381-388.(SCI)

[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)

[4] LIU Wen-shuo, DAI Gong-lian, RAO Shao-chen. Numerical Investigation on the Solar Temperature Field of Cable-stayed Bridge with U-shaped Section on High-speed Railway [J]. Journal of Central South University, 2014, 21(8):3345-3352.(SCI)

[5] DAI Gong-lian, LIU Wen-shuo*. Applicability research of small resistance fastener on long-span continuous bridges of high-speed railway [J]. Journal of Central South University, 2013, 20(5): 1426-1433.(SCI)

[6] LIU Wen-shuo, DAI Gong-lian, HE Xu-hui. 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)

[7] LIU Wen-shuo, DAI Gong-lian. 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)

[8] LIU Wen-shuo, DAI Gong-lian. Research on the major dominant bridges of the Wuhan-Guangzhou High-speed Railway [J]. World Bridge Construction, 2012, (1): 30-39.

[9] Gonglian Dai, Hao Ge, Wenshuo Liu. Interaction analysis of Continuous Slab Track (CST) on long-span continuous high-speed rail bridges [J]. Structural Engineering and Mechanics, 2017, 63(6): 713-723.(SCI)

[10] Chen Ling-kun, Jiang Li-zhong, Guo Wei, Liu Wen-shuo, Zeng Zhi-ping, Chen Ge-wei. 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, 985602.(SCI)

[11] 戴公连,王蒙,刘文硕*. 动载下CRTS II型无砟轨道-简支梁桥变形试验研究[J]. 振动与冲击, 2018, 37(7): 102-108.(EI)

[12] 戴公连,刘翔宇,刘文硕*. 简支梁上CRTS II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)

[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(9): 105-112.(EI)

[15] 戴公连,刘文硕*,李玲英. 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(10): 161-168.(EI)

[16] 刘文硕,戴公连. 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)

[17] 戴公连,刘文硕*,曾敏. 小半径城市高架曲线梁桥地震动响应研究[J]. 振动与冲击, 2012, 31(2): 155-160.(EI)

3.发表会议论文:

[1] LIU Wen-shuo, DAI Gong-lian, YU Zhi-wu, LONG Lv-jun. Experimental Research on Dynamic Properties of Longitudinal Continuous Slab Track and Simply-supported Bridges on High-speed Railway, Proceedings of ICRE 2016, Beijing, 2016.

[2] LIU Wen-shuo, DAI Gong-lian. Additional longitudinal expansion force between continuous welded rails and extra-long continuous bridges of high-speed railway. Applied Mechanics and Materials, 2012(178-181): 2304-2307.(SCI)

[3] LIU Wen-shuo, DAI Gong-lian. Research on the major dominant bridges of the Wuhan-Guangzhou High-speed Railway, Proceedings of IABSE-IASS 2011 Symposium, London, UK, 2011: 363-365. (EI)

[4] LIU Wen-shuo, DAI Gong-lian, Study on Small and Medium Continuous Beams in Beijing-Shanghai High-speed Railway, Proceedings of the 34th IABSE Symposium,Venice, Italy, 2010: 268-269. (EI)

[5] LIU Wen-shuo, DAI Gong-lian, ZENG Min. Comparison Study on Model Selection of Small Radius Curved Bridge, Proceedings of the 34th IABSE Symposium, Venice, Italy, 2010: 164-166. (EI)

[6] LIU Wen-shuo, DAI Gong-lian, HU Nan. The Design of Steel-Concrete Hybrid Portal-frame in Beijing-Shanghai High-speed Ralway, China, Joint IABSE-fib Conference on Codes in Structural Engineering: Dubrovnik, Croatia, 2010: 1025-1032.

[7] Hao GE, Gonglian DAI, Wenshuo LIU. Force Analysis of CRTS II Slab Track on Long-span Bridge under Damage Conditions, Proceedings of ICRT2017, Chengdu, 2017: 1-8.

[8] 刘文硕,戴公连. 中国与欧洲规范关于梁轨相互作用的对比研究,第二十二届全国桥梁学术会议,广州,2016. [9] 刘文硕,戴公连. 京沪高速铁路中小跨径连续梁的设计与探讨,第十九届全国桥梁学术会议,上海,2010: 337-344.

[10] 戴公连,胡楠,刘文硕. 中国高速铁路桥梁建设新进展,第十九届全国桥梁学术会议,上海,2010:13.