Daigonglian
中南大学 桥梁工程系

Introduction

Gonglian DAI

Date of Birth: October 1964

Highest Education: Doctor

Job Title: Professor, Doctoral supervisor

Department: Department of bridge engineering

E-mail:daigonglian@csu.edu.cn

 

Resume:

Gonglian DAI, male,born in October 1964,PhD,Head of bridge engineering department, Professor, Doctoral supervisor. In 1985, he graduated with a bachelor degree in bridge engineering from Southwest Jiaotong University. After that, he graduated with a master degree and doctorate in bridge engineering from Changsha Railway College in 1988 and 1997, respectively. From 1998 to 2001, he was a postdoctoral Research associate in Hunan University. From September 2000 to now, he worked in Central South University.

   He has mainly worked on design theory and ultimate capacity of bridge structure, interaction of high-speed railway bridge and railway.

   A bridge structure space analysis and design procedure used in lots of bridges was proposed by him, and he designed the self-anchored suspension bridge of Sanchaji bridge of Changsha second loop line. Moreover, he has also been involved in projects to build the Beijing-Shanghai high-speed railway and Wuhan-Guangzhou high-speed railway. Mr. DAI still presides over many funds form the Railway Ministry and National Natural Science Foundation of China. He obtained the first prize of technological progress award of Hunan province, the third prize of technological progress award of Guangdong province, the excellent design of Hunan province, the third excellent design of China, the science and technology prize of the Zhan Tianyou. So far, he has  published more than 100 research papers and three books.


Courses
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Bridge engineering

Concrete bridge

Design theory of long-span bridge structure


Research
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Design theory and ultimate capacity of bridge structure

Interaction of high-speed railway bridge and railway


Publications
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[1] Yan Bin, DAI Gong-lian, Zhang Hua-ping.  Beam-track interaction of high-speed railway bridge with ballast track  [J].  Journal of Central South University of Technology, 2012, 19(5): 1447-1453  (SCI)

[2] DAI Gong-lian, YAN Bin.  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  (SCI)

[3] Bin Yan, Gonglian Dai.  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  (SCI)

[4] Gonglian Dai, Wenshuo Liu.  Applicability 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] Wenshuo Liu, Gonglian Dai, Xuhui He.  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] Gonglian Dai, Miao Su, Bin Yan. 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 (SCI)

[7] Bin Yan, Jingyao Dai, Yue Chen. Dynamic response of overpass cable-stayed bridge due to aerodynamic effect of high-speed train [J]. Journal of Vibroengineering, 2014, 16(8): 3777-3784 (SCI)

[8] Wenshuo Liu, Gonglian Dai, Shaochen Rao.  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)

[9] Nan Hu, Gonglian Dai, Bin Yan, Ke Liu.  Recent development of design and construction of medium and long span high-speed railway bridges in china  [J].  Engineering Structures, 2014, 74(2014): 233-241  (SCI)

[10] Hu, N, Feng, P., Dai, G. L. Structural Art: Past, Present and Future [J].  Engineering Structures, 2014, 79(2014): 407-416 (SCI)

[11] Yan Bin, DAI Gong-lian, Guo Wen-hua, Xu Qing-yuan. Longitudinal force in continuously welded rail on long-span tied arch continuous bridge carrying multiple tracks [J].  Journal of Central South University, 2015, 5(22): 2001-2006 (SCI)

[12] Yan Bin, DAI Gong-lian, Hu Nan. Recent development of design and construction of short span high-speed railway bridges in China [J].  Engineering Structures, 2015, 100(2015): 707-717 (SCI)

[13] 闫斌, 戴公连, 董林育.  客运专线斜拉桥梁轨相互作用设计参数  [J].  交通运输工程学报, 2012, 12(1): 31-37  (EI)

[14] 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)

[15] 闫斌, 戴公连.  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  (EI)

[16] 闫斌, 刘从新, 杜凯, 戴公连.  门式墩上高速铁路连续梁桥梁轨相互作用  [J].  华中科技大学学报, 2012, 40(3): 81-84  (EI)

[17] 郑鹏飞, 闫斌, 戴公连.  高速铁路斜拉桥上无缝线路断缝值研究  [J].  华中科技大学学报, 2012, 40(9): 85-88  (EI)

[18] 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, 45(10): 161-168  (EI)

[19] 戴公连, 闫斌, 魏标.  门式墩纵向刚度及其对无缝线路纵向力的影响  [J].  华中科技大学学报, 2012, 40(11): 33-36  (EI)

[20] Zheng Pengfei, Dai Gonglian.  A comparative study on static properties of a three-main-truss and three-cable-plane cable-stayed bridge  [J].   Journal of Engineering,  Design and Technology, 2013, 11(2): 207-220  (EI)

[21] 闫斌, 戴公连, 徐庆元.  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  (EI)

[22] 戴公连, 郑鹏飞, 闫斌, 肖祥南.  日照作用下箱梁桥上无缝线路纵向力  [J].  浙江大学学报, 2013, 47(4): 609-614  (EI)

[23] 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, 43(4): 61-67  (EI)

[24] 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, 2013, 41(7): 36-41  (EI)

[25] 戴公连, 闫斌.  高速铁路斜拉桥与无缝线路相互作用研究 [J].  土木工程学报, 2013, 46(8): 90-97  (EI)

[26] 戴公连, 粟淼, 闫斌.  槽形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, 2014, 41(1): 27-32  (EI)

[27] 戴公连, 王伟民, 刘柯.  基于变形的铁路混凝土连续梁合龙方案比较  [J].  桥梁建设, 2014, 44(4): 96-101  (EI)

[28] 闫斌, 戴公连, 魏标.  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  (EI)

[29] 闫斌, 陈玥, 戴公连.  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  (EI)

[30] 戴公连, 朱俊樸, 闫斌.  大轴重重载铁路简支梁桥梁轨相互作用研究  [J].  桥梁建设, 2014, 44(5): 27-32  (EI)

[31] 闫斌, 戴公连.  考虑加载历史的高速铁路梁轨相互作用分析  [J].  铁道学报, 2014, 36(6): 75-80  (EI)

[32] 戴公连, 苏海霆, 闫斌.  圆曲线段无砟轨道横竖向温度梯度研究  [J].  铁道工程学报, 2014, 31(9): 40-45  (EI)

[33] 闫斌, 戴公连, 粟淼. 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 (EI)

[34] 闫斌, 戴公连, 苏海霆. 基于气象资料的轨道板竖向温度梯度预测算法 [J]. 华南理工大学学报, 2014, 42(12): 9-13 (EI)

[35] 戴公连, 苏海霆, 闫斌. 桥上纵连板式无砟轨道竖向温差试验研究 [J]. 湖南大学学报, 2015, 42(3): 94-99 (EI)

[36] 戴公连, 粟淼. 高铁槽形梁斜拉桥塔梁固接结构试验研究及数值分析 [J]. 铁道学报, 2015, 37(3): 85-92 (EI)

[37] 戴公连, 温学桧, 苏海霆. 寒冷季节桥上无砟轨道横竖向温度梯度研究 [J]. 华中科技大学学报, 2015, 43(7): 1-5 (EI)

[38] 戴公连, 汪禹. 大跨度铁路连续梁拱组合桥地震响应及减震特性 [J]. 华中科技大学学报, 2015, 43(7): 19-23 (EI)

[39] 周敏, 戴公连. 高铁简支梁桥上纵连板式无砟轨道稳定性研究 [J]. 铁道学报, 2015, 37(8): 71-76 (EI)

[40] 戴公连, 朱俊樸, 闫斌. 30t轴重重载铁路简支梁桥上无缝线路纵向力研究 [J]. 土木工程学报, 2015, 48(8): 60-70 (EI)

[41] 戴公连, 朱俊樸, 闫斌. 大跨度重载铁路连续梁桥上小阻力扣件适应性 [J]. 华南理工大学学报, 2015, 43(4):  (EI)

[42] 戴公连, 刘瑶. 大跨度梁拱组合桥的梁轨相互作用设计参数研究 [J]. 桥梁建设, 2015, 44(8):  (EI)

[43] 粟淼,戴公连, 刘柯.  无吊杆人行悬索桥设计研究  [J].  铁道科学与工程学报, 2013, 10(4): 41-46  (CSCD)

[44] 周敏, 戴公连, 粟淼.  槽型断面斜拉桥塔梁墩固结区应力的数值模拟 [J].  铁道科学与工程学报, 2013, 10(4): 35-40  (CSCD)

[45] 闫斌, 戴竞尧.  高速列车与跨线斜拉桥耦合气动效应研究  [J].  铁道科学与工程学报, 2013, 10(5): 18-22  (CSCD)

[46] 戴公连, 朱俊樸, 闫斌.  重载列车与既有铁路简支梁桥的适应性研究   [J].  铁道科学与工程学报, 2014, 11(2): 7-14 (CSCD)

[47] 朱乾坤, 戴公连, 闫斌. 简支梁-CRTSⅡ型板式无砟轨道制动力传递规律 [J]. 铁道科学与工程学报, 2014, 11(6): 13-19 (CSCD)

[48] 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, 12(1): 119-126 (CSCD)

[49] 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, 12(3): 455-462 (CSCD)

[50] 戴公连, 汪禹. 大跨度铁路连续梁拱组合桥梁地震响应特性 [J]. 铁道科学与工程学报, 2015, 12(3): 557-563 (CSCD)

[51] 戴公连, 唐立新, 汪禹. 铁路大跨度连续梁拱组合桥合理边中跨比研究 [J]. 铁道科学与工程学报, 2015, 12(4):  (CSCD)

[52] 戴公连, 刘瑶. 大跨度铁路连续梁-拱组合桥与无缝线路相互作用研究 [J]. 铁道科学与工程学报, 2015, 12(4):  (CSCD)

 

 

 


Awards
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The first prize of technological progress award of Hunan province twice.

The third prize of technological progress award of Guangdong province.

The excellent design of Hunan province.

The third excellent design of China.

The science and technology prize of the Zhan tianyou.