何超

职称：特聘研究员，博导

系所：城市轨道与铁道工程

电话：-

邮箱：hec_tjjt@tongji.edu.cn

研究方向

（1）轨道交通工程系统动力学计算理论；

（2）新型减振结构与技术。

个人简介

何超，同济大学特聘研究员，博士生导师。2016年博士毕业于同济大学交通运输工程学院，2017~2020年在麦克马斯特大学（McMaster University）从事博士后研究。入选了中国科协青年人才托举工程和上海领军人才（海外）青年项目。担任华东交通大学学报青年编委和10余个SCI/EI期刊审稿人。

主持了国家自然科学基金青年项目、上海市启明星项目（扬帆专项）和中央高校基本科研业务费专项资金项目，参与国家重点研发计划、国家自然科学基金、加拿大自然科学基金、省部级和社会服务项目10余项。在轨道交通隧道-地基耦合动力学计算方法、轨道交通车致环境振动预测模型和基于超材料的轨道交通减振方法与技术等取得了系列研究成果，发表SCI和EI期刊论文40余篇，以第一/通讯作者在Journal of Sound and Vibration、Tunnelling and Underground Space Technology、Computers and Geotechnics、Soil Dynamics and Earthquake Engineering、力学学报等国内外权威期刊发表SCI论文19篇和EI论文2篇，获上海市科技进步一等奖和城市轨道交通科技进步一等奖各一项。

教育及工作经历

2020.10-现在     同济大学，交通运输工程学院 特聘研究员

2020.05-2020.09  加拿大麦克马斯特大学大学（McMaster University），土木工程系 Research Associate

2017.06-2020.04  加拿大麦克马斯特大学大学（McMaster University），土木工程系 Post-doctoral Fellow

2013.09-2016.12  同济大学，交通运输工程 博士

2009.09-2013.07  同济大学，交通工程        学士

获奖情况 

[1]  地下工程穿越快速铁路的创新技术及其应用，上海市科学技术一等奖，2016，排名14/15

主要学术论文

[1]   He Chao, Zhou Shunhua*, Guo Peijun. An efficient three-dimensional method for the prediction of building vibrations from underground railway networks [J]. Soil Dynamics and Earthquake Engineering. 2020, 139: 106269.

[2]   He Chao, Zhou Shunhua*, Guo Peijun. Train-induced vibrations from a tunnel in a layered half-space with varied groundwater table [J]. International Journal of Geomechanics ASCE. 2020, 20(10):04020174.

[3]   Zhou Shunhua, He Chao*, Guo Peijun, Di Honggui, Zhang Xiaohui. Modelling of vehicle-track-tunnel-soil system considering the dynamic interaction between twin tunnels in a poroelastic half-space [J]. International Journal of Geomechanics ASCE, 2020; 20(1): 04019144.

[4]   Zhou Shunhua, He Chao*, Guo Peijun, Di Honggui, Xiao Junhua. Three-dimensional analytical model for the coupled track-tunnel-soil system in a multi-layered half-space [J]. Journal of Engineering Mechanics ASCE, 2020; 146(2): 04019121.

[5]   He Chao, Zhou Shunhua*, Guo Peijun, Di Honggui, Zhang Xiaohui, Yu Fan. Theoretical modelling of the dynamic interaction of twin tunnels in a multi-layered half-space [J]. Journal of Sound and Vibration, 2019; 456: 65-85.

[6]   He Chao, Zhou Shunhua*, Guo Peijun, Di Honggui, Zhang Xiaohui. A theoretical model on the influence of ring joint stiffness on dynamic responses from underground tunnels [J]. Construction and Building Materials, 2019; 223: 69-80.

[7]   He Chao, Zhou Shunhua*, Guo Peijun, Di Honggui, Xinwen Yang. A three-dimensional semi-analytical method for calculating vibrations from a moving load on a periodic jointed tunnel [J]. Computers and Geotechnics. 2019; 114: 103150.

[8]   Zhou Shunhua, He Chao*, Guo Peijun, Yu Fan. Dynamic response of a segmented tunnel in saturated soil using a 2.5-D FE-BE methodology [J]. Soil Dynamics and Earthquake Engineering. 2019, 120: 386-397.

[9]   He Chao, Zhou Shunhua*, Guo Peijun, Gong Quanmei. Three-dimensional analytical model for the dynamic interaction of twin tunnels in a homogeneous half-space [J]. Acta Mechanica, 2019; 230: 1159-1179.

[10] He Chao, Zhou Shunhua*, Di Honggui, Yang Xinwen. Effect of dynamic interaction of two neighboring tunnels on vibrations from underground railways in the saturated soil [J]. KSCE Journal of Civil Engineering, 2019; 23(11): 4651-4661.

[11] He Chao, Zhou Shunhua*, Guo Peijun, Di Honggui, Zhang Xiaohui. Analytical model for vibration prediction of two parallel tunnels in a full-space [J]. Journal of Sound and Vibration, 2018, 423: 306-321.

[12] He Chao, Zhou Shunhua*, Guo Peijun, Di Honggui, Zhang Xiaohui. Modelling of ground vibration from tunnels in a poroelastic half-space using a 2.5-D FE-BE formulation [J]. Tunnelling and Underground Space Technology, 2018, 82: 211-221.

[13] He Chao, Zhou Shunhua*, Guo Peijun, Di Honggui, Xiao Junhua. Analytical method for calculation of ground vibration from a tunnel embedded in a multi-layered half-space [J].Computers and Geotechnics,2018, 99: 149–164.

[14] He Chao, Zhou Shunhua*, Di Honggui, Shan Yao. A 2.5-D coupled FE-BE model for the dynamic interaction between saturated soil and longitudinally invariant structures [J]. Computers and Geotechnics, 2017, 82:211-222.

[15] He Chao, Zhou Shunhua*, Guo Peijun, Di Honggui, Xiao Junhua.Dynamic 2.5-D Green’s function for a point load or a point fluid source in a layered poroelastic half-space [J].Engineering Analysis with Boundary Elements, 2017, 77:123-137.

[16] Zhou Shunhua, He Chao^*, Di Honggui, Guo Peijun, Zhang Xiaohui. An efficient method for predicting train-induced vibrations from a tunnel in a poroelastic half-space [J].Engineering Analysis with Boundary Elements, 2017, 85:43-56.

[17] Zhou Shunhua, He Chao^*, Di Honggui. Dynamic 2.5-D green’s function for a poroelastic half-space [J].Engineering Analysis with Boundary Elements, 2016, 67: 96-107.

[18] 何超，周顺华*，狄宏规，肖军华.  饱和土–隧道动力响应的2.5维有限元–边界元耦合模型[J]. 力学学报, 2017, 49(1): 126-136. 

[19] 周顺华，何超*，肖军华.  环间错台效应下基坑开挖引起临近地铁盾构隧道变形的能力计算法[J]. 中国铁道科学, 2016, 37(3): 53-60.