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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

教育经历:

[1] 2014.07-至今,中南大学,交通运输工程,博士后

[2] 2007.09-2013.12,中南大学,桥梁与隧道工程,博士

[3] 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


讲授课程
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土木工程计算机软件应用

桥梁工程

混凝土结构设计原理


科研方向
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[1] 桥梁-轨道系统静动力相互作用

[2] 桥梁结构振动与稳定

[3] 高速铁路大跨度桥梁及复杂结构空间受力


学术成果
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1.主持及参研科研项目:

[1] 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,中国博士后基金面上项目(一等资助),2015-2016,主持。

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

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

[4] 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,中国铁路总公司科技研究开发课题,2014-2016,参研。

2.发表期刊论文:

[1] 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)

[2] 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)

[3] 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)

[4] 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)

[5] 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)

[6] 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)

[7] 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.

[8] 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)

[9] 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)

[10] 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)

[11] 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)

[12] 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)

[13] 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)

[14] LIU Wen-shuo, DAI Gong-lian. Additional longitudinal expansion force between continuous welded rails and extra-long continuous bridges of high-speed railway, Sustainable Environment and Transportation. Germany: Trans Tech Publications, 2012: 2304-2307.(EI)

[15] 刘文硕,戴公连. 高速铁路中小跨径连续梁的设计与探讨[J]. 铁道科学与工程学报, 2010, 7(2): 45-51.(CSCD)

[16] 戴公连, 粟淼*, 刘文硕, 闫斌. 槽型断面梁斜拉桥塔梁墩固结区受力特性研究[J]. 湖南大学学报(自然科学版), 2014(01):27-32.(EI)

[17] 戴公连,葛浩*,邱远喜,刘文硕. 高铁大跨度连续梁桥上无砟轨道断板受力研究[J]. 华中科技大学学报(自然科学版), 2015, 09:100-104+109.(EI)

[18] 康崇杰,戴公连,粟淼,刘文硕. 斜交薄壁连续钢箱梁桥设计与受力特性研究[J]. 铁道科学与工程学报, 2015, 01:119-126.(CSCD)

[19] 戴公连,葛浩,邱远喜,刘文硕. 制挠工况下高铁大跨连续梁桥上无砟轨道受力研究[J]. 铁道科学与工程学报, 2015, 03:455-462.(CSCD)

[20] 戴公连*,粟淼,闫斌,刘文硕. 槽形梁斜拉桥塔梁固结区受力分析及构造细节[J]. 桥梁建设, 2013, 04:61-67.(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] 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.

[7] 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.

[8] 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.

[9] 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.


学术奖励
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1. “涟钢铁水运输线高溪河特大桥设计与研究”,2012年度中国铁道建筑总公司工程设计三等奖,中国铁道建筑总公司,2012.10,证书编号:SJ-2012-56-7.

2. “茅以升科学技术奖——铁道教育希望之星奖”,中国科学技术发展基金会,2007.5.26.