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 学生信息 当前位置：教师主页 > 学生信息 入学日期 所学专业 学号 学位 招生信息 当前位置：教师主页 > 招生信息 招生学院 招生专业 研究方向 招生人数 推免人数 考试方式 招生类别 招生年份
