同济大学
导师风采
何超
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个人信息

Personal Information

  • 导师类别:硕士,博士生导师
  • 性别: 男
  • 学历:博士研究生
  • 学位:博士

联系方式

Contact Information

  • 所属院系:交通学院
  • 所属专业: 交通运输工程
  • 邮箱 : hec_tjjt@tongji.edu.cn
  • 工作电话 : -

个人简介

Personal Profile

何超,同济大学特聘研究员,从事轨道交通振动噪声预测与控制以及新型减振结构与技术研究,主持及参与国家重点研发计划、国家自然科学基金和上海市扬帆英才计划项目等,入选了中国科协青年人才托举工程、上海领军人才(海外)青年项目和同济大学青年百人计划B岗;以第一/通讯作者在国内外权威期刊发表SCI论文22篇和EI论文5篇,获著名国际会议ICRT 2021最佳论文奖,四篇入选中国知网高影响力论文,授权发明专利4项,获中国铁道学会科学技术特等奖、上海市科技进步一等奖和城市轨道交通科技进步一等奖。

  • 研究方向Research Directions
轨道交通工程
2. 机电结构优化与控制 研究内容:在对机电结构进行分析和优化的基础上,运用控制理论进行结构参数的调整,使结构性能满足设计要求。1. 仿生结构材料拓扑优化设计, 仿生机械设计 研究内容:以仿生结构为研究对象,运用连续体结构拓扑优化设计理论和方法,对多相仿生结构(机构)材料进行2. 机电结构优化与控制 研究内容:在对机电结构进行分析和优化的基础上,运用控制理论进行结构参数的调整,使结构性能满足设计要求。1. 仿生结构材料拓扑优化设计, 仿生机械设计 研究内容:以仿生结构为研究对象,运用连续体结构拓扑优化设计理论和方法,对多相仿生结构(机构)材料进行整体布局设计。 整体布局设计。
科研项目

① 国家自然科学基金青年项目(52208442),基于波函数分区解析的起伏分层地基中地铁隧道环境振动计算方法,2023.01-2025.12,主持

② 上海市科委扬帆计划(22YF1450800),轨道交通地下线路的超材料隔振屏减隔振理论与方法,2022.04-2025.03,主持

③ 国家重点研发计划青年科学家项目(2021YFF0502100) 高寒地区高速铁路无砟轨道混凝土损伤失效机理与耐久性设计方法, 2021-12 至 2026-11,  参与



研究成果

主要学术论文(一作及通讯):

[1] He Chao, Li Hui*, Gong Quanmei, Zhou Shunhua, Ren Juanjuan. Modelling of critical speed of railway tracks on a multi-layered transversely isotropic saturated ground[J]. Applied Mathematical Modelling, 2023, 121, 75-95.

[2] He Chao, Zhou Shunhua*, Ground vibrations induced by the passage of double-line trains in underground tunnels[J]. Soil Dynamics and Earthquake Engineering, 2023, 165: 107719.

[3] He Chao, Zhou Shunhua*, Li Xiaoxin, Di Honggui Di, Zhang Xiaohui. Forest trees as a natural metamaterial for surface wave attenuation in stratified soils[J]. Construction and Building Materials, 2023, 363: 129769.

[4] He Chao, Zhou Shunhua*, Guo Peijun. Mitigation of railway-induced vibrations by using periodic wave impeding barriers[J]. Applied Mathematical Modelling, 2022, 105: 496–514.

[5] He Chao, Zhou Shunhua*, Di Honggui Di, Zhang Xiaohui. Effect of longitudinal joint on train-induced vibrations from subway shield-driven tunnels in a homogeneous half-space[J]. International Journal of Transportation Science and Technology, 2022, 11(2): 381-391.

[6] He Chao, Zhou Shunhua*, Di Honggui Di, Zhang Xiaohui. An efficient prediction model for vibrations induced by underground railway traffic and experimental validation[J]. Transportation Geotechnics, 2021, 31: 100646.

[7] 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.

[8] 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.

[9] 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.

[10] 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.

[11] 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.

[12] 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.

[13] 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.

[14] 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.

[15] 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.

[16] 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.

[17] 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.

[18] 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.

[19] 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.

[20] 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.

[21] 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.

[22] 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.

[23] 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.

[24] 何超*, 贾缘平, 周顺华. 隧道−地基−流体耦合系统动力响应的三维解析计算方法[J]. 力学学报, 2023, 55(5): 1-13.

[25]  李小信; 何超*; 周顺华; 李晖. 具有不规则界面的层状地基三维动力响应的薄层法[J]. 岩土力学, 2023.

[26] 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.

[27] 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量计算法 [J]. 中国铁道科学, 2016, 37(3): 53-60.


获奖情况:

高速铁路软土路基小变形控制理论与技术,中国铁道学会科学技术特等奖,2022,排名9/30

软土地层城市轨道交通隧道韧性结构体系及数字化技术,中国城市轨道交通科技进步一等奖,2022,排名11/20

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


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