副教授

吴浩

博士、副教授、博士生导师招生方向:防灾减灾工程及防护工程、智能建造)

联系地址:上海市四平路1239号土木大楼B314,邮编200092

联系电话:021-65983701 | 18621073665

电子邮件:2009wuhao_tom@tongji.edu.cn


教育和工作经历

  • 2024.12 - 至  今        同济大学,土木工程学院,副教授

  • 2022.01 - 2024.12    同济大学,土木工程学院,副研究员

  • 2021.12 - 2024.12    同济大学,土木工程学院,助理教授

  • 2019.04 - 2021.12    同济大学,土木工程学院,助理研究员

  • 2017.04 - 2019.03    上海市应用数学和力学研究所,博士后,导师:刘文光 教授

  • 2009.09 - 2017.01    同济大学,结构工程与防灾研究所,博士,导师:吕西林 院士

  • 2012.09 - 2014.09    美国里海大学 (Lehigh University),ATLSS实验室,联培博士生,导师:Richard Sause 教授

  • 2005.09 - 2009.06    西南交通大学,土木工程学院,学士

研究领域

  • 既有结构智能检测与评价

  • 城市更新与既有结构韧性提升

  • 新能源结构多灾韧性提升

  • 抗震韧性建筑及基础设施


奖励与荣誉

  • 2025年,国家科技进步奖二等奖(10/10)

  • 2024年,上海市东方英才(青年)

  • 2023年,上海市科技进步奖一等奖(13/15)

  • 2022年,教育部科技进步奖一等奖(6/15)

  • 2019年,上海市技术发明奖一等奖(13/15)

主持科研项目

  • 国家重点研发计划专项 (子课题),太阳能热发电吸热塔的风-地震-结构耦合效应与性态控制,2025.12 - 2030.11

  • 国家自然科学基金面上项目,考虑非结构填充墙的自复位墙防震建筑协同韧性机理研究,2024.1 - 2027.12

  • 国家重点研发计划NQI专项 (课题),建筑隔减震核心设施质量控制关键技术及集成应用示范,2022.10 - 2026.03

  • 国家自然科学基金青年项目,多摇摆界面自复位剪力墙受力机理及结构地震可恢复性研究,2020.01 - 2022.12

  • 重庆市自然科学基金面上项目,桥梁双柱墩地震-冲击多灾害响应与韧性提升方法研究,2023.08 - 2026.07

  • 上海市自然科学基金面上项目,装配式耗能填充墙板-自复位墙结构研发及设计方法研究,2022.04 - 2025.03

期刊论文

  • Ogail  E, Wu H*, Lu Z. Analytical and experimental study of tuned rocking  walls for seismic control of existing buildings [J]. Earthquake  Engineering & Structural Dynamics, 2026.

  • Ding  C, Wang B, Wu H, Luo D, Chen P, Wu M. Efficient SMA-steel bar  mechanical connection for seismic-resilient structures: experimental  evaluation [J]. The Structural Design of Tall & Special Buildings,  2026, 35(6): e70151.

  • Younis  B, Wu H*, Jafari A. Revisiting the shear behavior of RC coupling beams:  from dataset compilation and solution development to experimental  validation [J]. Journal of Building Engineering, 2026, 125: 116133.

  • Zhuo Y, Wu H*,  Zhou Y, Lu X. Seismic performance of a tall RC chimney structure with  an emphasis on vertical seismic behavior using shaking table test [J]  Thin-Walled Structures, 2026, 224: 114676.

  • Zhu  X, Wu H*, Zhou Y, Chang M. Experimental study on seismic performance of  self-centering concrete wall structures with low damage infill walls  [J]. Earthquake Engineering and Structural Dynamics, 2026, 55(3):  632-648.

  • Breuil  N, Wu H*, Mouazzam M. Seismic performance analysis of horizontally  isolated point-fixed glass façade system incorporated in self-centering  wall structure [J]. Structures, 2025, 80:109983.

  • Xiong  T, Wu H*, Zhang T, Gao F, Hou S, Ye W. Structural analysis of a complex  stadium: shanghai Pudong football stadium. [J]. Structural Concrete,  2025, 26(3): 2335-2339

  • Wu  H, Zhu X, Zhou Y, Chang M. Seismic behavior of self-centering concrete  wall structures incorporating low damage infill walls: Development of  experiment and preliminary results [J]. Journal of Building Engineering, 2025, 107: 112752.

  • Zhou  Y, Meng S, Xu H, Chen J, Wu H. A real-time multi-node structural  response prediction and rapid seismic resilience assessment method [J].  Reliability Engineering & System Safety. 258: 110889.

  • Wu H,  Qiao S, Zhou Y. Seismic performance  evaluation of a tall tower  structure with integrated heat-absorbing  and air-cooling capabilities:  IDA based seismic fragility analysis [J].  Soil Dynamics and Earthquake Engineering, 2024.

  • Qiao S, Wu H,  Zhou Y, Li H, Jiang D, Wu X. Seismic performance evaluation of a tall  tower structure with integrated heat-absorbing and air-cooling  capabilities: A shaking table test study [J]. Thin-Walled Structures, 2024.

  • Shi W, Xu X, Gao F, Hou S, Ye Wei, Wu H*, Zhang T. Structural design of a complex stadium roof: Shanghai Pudong football stadium. [J]. Structural Concrete, 2024.

  • Ogail E, Wu H*, Lu Z. A tuned rocking wall damper enhanced by an inerter to control the seismic vibration of existing mid-rise structures [J]. Engineering Structures, 2024.

  • Zhou Y*, Leng H, Meng S, Wu H, Zhang Z. StructDiffusion: end-to-end intelligent shear wall structure layout generation and analysis using diffusion model [J]. Engineering Structures, 2024.

  • Wang Z, Wu H*. Optimal seismic design for self-centering concrete wall structures equipped with u-shaped flexural plate dissipaters [J]. Structures, 2024.

  • Wu H, Ogail E, Lu Z*. Seismic response analysis of single-degree-of-freedom structure coupled with tuned self-centering wall [J]. Earthquake Engineering and Structural Dynamics, 2024.

  • Hou S, Chen Y, Wu H*, Wang Z. Seismic isolation design and analysis of a complex medical building [J]. Structural Concrete, 2024.

  • Zhou Y, Chen Q, Wu H*, Wen H, Nong X, Wu Y, Xiao P. Seismic performance of a frame-supported shear wall over-track building through shaking table test [J]. The Structural Design of Tall and Special Buildings, 2024.

  • Wang Y, Lu Z, Yan D, Wu H, Ogail E. Experimental and numerical studies on open-close gap damper for self-centering prefabricated coupled shear wall [J]. Structures, 2023, 58: 105436.

  • Zhou Y, Chang M, Wu H*, et al. Numerical investigation on the characteristics of dynamic response and damage of a RC tall chimney considering vertical ground motions [J]. Soil Dynamics and Earthquake Engineering, 2023.

  • Zhou Y, Zhu X, Wu H*, et al. Seismic design and engineering practice of a 10-story self-centering precast concrete wall structure [J]. Structural Design of Tall and Special Buildings, 2023.

  • Yu Q, Wu H*, Li L, et al. Seismic performance analysis and evaluation of tall structures using grille-type steel plate composite shear walls [J]. Structural Design of Tall and Special Buildings, 2023, 32(13).

  • Zhu X, Wu H*, Zhou Y. Seismic fragility and risk assessment of self-centering wall structures with traditional and sliding joint infill walls [J]. Engineering Structures, 2023, 284: 115965.

  • Zhou Y, Liu X, Xiao Y, Wu H, Wang M. Seismic design and engineering practice of 10-story shear wall structure with replaceable viscoelastic coupling beams [J]. Structural Design of Tall and Special Buildings, 2023: e2010.

  • Chen Y, Xu R, Wu H*, Sheng T. A Multi-objective design method for seismic retrofitting of existing RC frames using pin-supported rocking walls [J]. Frontiers of Structural and Civil Engineering, 2022, 16(9): 1089-1103.

  • Zhou Y, Zhu X, Wu H*, Djerrad A, Ke X. Seismic demands of structural and non-structural components in self-centering precast concrete wall buildings [J]. Soil Dynamics and Earthquake Engineering, 2021.

  • Zhou Y, Ma K, Lu D, Chen P, Wu H*. Investigations on train-induced vibration and vibration mitigation of an isolated over-track building using thick-layer rubber bearings [J]. Structural Design of Tall and Special Buildings, 2021.

  • Wu H, Zhu X, Zhou Y, Djerrad A, Chen Y, Ke X. Seismic fragility assessment of self-centering hybrid precast walls subjected to mainshock-aftershock sequences [J]. Soil Dynamics and Earthquake Engineering, 2021, 150: 106941.

  • Chen Y, Cai K, Sheng T, Wu H*. Optimum design for unbonded posttensioned precast concrete frames with damping [J]. Structural Design of Tall and Special Buildings, 2020, 29(14): e1780.

  • Wu H, Zhou Y, Liu W. Collapse fragility analysis of self-centering precast concrete walls with different post-tensioning and energy dissipation designs [J]. Bulletin of Earthquake Engineering, 2019, 17(6): 3593-3613.

  • Zhou Y, Song G, Huang S, Wu H*. Input energy spectra for self-centering SDOF systems [J]. Soil Dynamics and Earthquake Engineering, 2019, 121: 293-305.

  • Chen Y, Li Q, Zhang Z, Cai K, Zhou M, Sheng T, Wu H*. Optimum design for unbonded posttensioned precast split shear wall system using genetic algorithm [J]. Structural Design of Tall and Special Buildings, 2019, 28(5): e1582.

  • Lu X, Wu H*, Zhou Y. Seismic collapse assessment of self-centering hybrid precast walls and conventional reinforced concrete walls [J]. Structural Concrete, 2017, 18(6): 938-949.

  • Lu X, Wu H*. Study on seismic performance of prestressed precast concrete walls through cyclic lateral loading test [J]. Magazine of Concrete Research, 2017, 69(17): 878-891.

  • 朱晓莹, 吴浩, 周颖. 附加黏弹性阻尼与金属阻尼耗能的自复位墙结构抗震性能对比分析[C]. 地震工程学报, 2022, 44(6): 1317-1324.

  • 余俏, 吴浩, 李凌志, 李云, 刘东平, 俞可权. 格栅式钢板混凝土组合剪力墙超高层结构罕遇地震动力响应分析[J]. 建筑结构, 2021.

  • 汪盟, 吴浩, 刘晓芳. 带黏弹性阻尼器可更换连梁的剪力墙结构抗震性能分析[J]. 结构工程师, 2022, 38(5): 51-58.

  • 魏玮, 吴浩, 周颖. 双摇摆界面自复位墙高层结构三维建模及其抗震性能分析研究[J]. 土木工程学报, 2022, 55(S1): 182-189.

  • 常慕实, 吴浩, 周颖. 地震与冲击耦合作用下自复位墩柱的简化模型及损伤分析[J]. 建筑结构学报, 2022, 43(S1): 86-97.

  • 赵昱辰, 吴浩, 周颖. 基于数值模拟的自复位柱易损性研究[J]. 建筑结构, 2022, 52(S1): 2155-2159.

  • 肖意, 周颖, 吴浩, 潘鹏, 王涛. GB/ T 38591-2020《建筑抗震韧性评价标准》与国际相关标准对比研究[J]. 建筑结构学报, 2021, 42(7):194-202.

  • 周颖, 田文博, 王睿, 吴浩. 自复位剪力墙的三水准抗震设防与四水准抗震设防对比研究[J]. 建筑结构学报, 2021, 42(1):67-74.

  • 周颖, 吴浩, 顾安琪. 地震工程:从抗震、减隔震到可恢复性[J]. 工程力学, 2019, 36(6): 1-12.

  • 吴浩, 吕西林, 周颖, 刘文光. 基于IDA的自复位预制剪力墙抗倒塌能力分析[J]. 工程科学与技术, 2018, 50(6): 100-107.

  • 吴浩, 吕西林, 蒋欢军. 基于纤维单元的预应力预制混凝土剪力墙抗侧性能数值分析[J]. 建筑结构学报, 2017, 38(1): 116-124.

  • 吴浩, 吕西林, 蒋欢军, 施卫星, 李检保. 预应力预制混凝土剪力墙抗震性能试验研究[J]. 建筑结构学报, 2016, 37(5): 208-217.

  • 吴浩, 吕西林. 无粘结后张拉预制剪力墙抗震性能模拟分析[J]. 振动与冲击, 2013, 32(19): 176-182.

专利

  • 吴浩, 欧格, 张彤宇, 鲁正. 一种提升既有建筑抗震韧性的调谐自复位墙结构体系[P]. 专利号: ZL202510204251.X.

  • 吴浩, 杜南克, 张彤宇. 一种新型低损伤吊顶系统[P]. 专利号: ZL202411348049.6.

  • 吴浩, 姜乐, 余奕君, 朱冰. 一种释放黏滞阻尼墙平面外约束的直形滑槽连接装置[P]. 专利号: ZL202311187380.X.

  • 吴浩, 余奕君, 姜乐, 朱冰. 一种释放黏滞阻尼墙平面外约束的环形滑槽连接装置[P]. 专利号: ZL 202311187381.4.

  • 曹益彰, 吴浩. 一种面向施工人机安全的动态入侵检测方法和系统[P]. 专利号: ZL 2023 1 1247170.5.

  • 徐晓明, 侯双军, 吴浩, 张士昌, 侯建强, 方卿, 陈玉洁, 周丹. 一种承重抗侧分离式钢筋混凝土框架-核心筒结构体系[P]. 专利号: ZL202311065890.X.

  • 吴浩, 兰晗. 一种外伸锚固式分段后张装配式自复位墙体系[P]. 专利号: ZL202211396707.X.

  • 吴浩, 魏玮, 周颖, 宋朝阳. 多摇摆界面自复位墙高层结构体系[P]. 专利号: ZL202210325055.4.

  • 吴浩, 兰晗. 一种装配式自复位混凝土构件的分段后张预应力拼接节点[P]. 专利号: 202222976975.0.

  • 吴浩, 何烨, 常慕实. 一种多摇摆界面自复位节段预制双柱墩体系[P]. 专利号: ZL202221438056.1.

  • 吴浩, 兰晗. 一种外伸锚固式分段后张装配式自复位墙体系[P]. 专利号: ZL 2022 1 1396707.X.

  • 吴浩, 丁梦娟. 一种隔震吊顶[P]. 专利号: ZL202221411932.1.

  • 刘文光, 冯祎鑫, 何文福, 吴浩, 杨巧荣, 许浩. 一种空间减震核电厂结构体系[P]. 专利号: ZL201710594510.X.

招生信息

  • 具体招生研究方向:既有结构智能体检、城市更新与既有建筑性能提升、新能源结构多灾韧性提升

  • 近年毕业学生去向:海外/国/央企业、读博/博后深造、政府部门,等

  • 课题组科研经费充足,欢迎土木工程、工程力学等专业学生报考博士研究生、硕士研究生!

联系地址:上海市四平路1239号同济大学土木大楼B座  电话:021-65982666   传真:021-65982668  邮箱:ddms@tongji.edu.cn   邮编:200092

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