姓    名：曹鸿猷

性    别：男

出生年月：1986.6

职　　称：教授

学　　历：博士研究生

学　　位：博士

邮　　箱：caohongyou0625@163.com;caohongyou@whut.edu.cn

一、个人简历

2005.09～2009.07华中科技大学，道路桥梁与渡河工程，学士

2009.09～2014.09华中科技大学，结构工程，博士

2015.09～2017.09新加坡国立大学土木工程与环境工程系，博士后

2014.10～2018.11武汉理工大学，讲师

2018.12～至今武汉理工大学，教授

二、主要成果综述

曹鸿猷，男，武汉理工大学4688梅美高官方网站教授，结构工程博士，道路与桥梁工程系副主任，湖北省土木建筑学会理事，湖北省土木工程结构安全评估与风险控制专委会常务委员/秘书长，振动工程学报、铁道科学与工程学报、Sustainable Structures青年编委。获得中国公路学会科技进步二等奖1项；湖北省科技进步三等奖1项，中国公路建设行业协会科学技术进步一等奖1项，湖北省公路学会科技进步一等奖2项目。发表科研论文40余篇，其中SCI论文20余篇。参与鹦鹉洲长江大桥、港珠澳大桥、贵州乌江大桥、刚果(布)布拉柴沿河大桥、银川滨河黄河大桥、舟山小干二桥、宜昌兴山县香溪河大桥、泸州长江六桥等重大工程的科研工作。

三、主要研究方向

大跨度缆索承重桥梁结构分析理论

结构智能化设计理论

进化优化算法

土木工程新材料

钢结构疲劳与断裂

四、代表性科研项目

    1.基于解析分析方法的多塔悬索桥中塔刚度区间研究,国家自然科学基金青年项目，主持，2018.1-2020.12.

    2.基于主动机器学习的边界识别技术在多塔悬索桥结构优化中的研究,湖北省自然科学基金面上项目,主持，2018.1-2019.12

    3.工业化装配式梁场混凝土蒸养技术研究,企业委托，主持，2023.2-2023.12

    4.宽幅重载大跨度斜拉桥设计关键技术研究,企业委托，主持，2022.2-2023.5

    5.公路桥梁拼宽改造关键技术研究,企业委托，主持，2021.2-2023.12

    6.近海环境下半潜式桥梁设计关键技术研究与示范应用,企业委托，主持，2021.2-2023.10

    7.大型全钢桥超宽钢箱梁焊接、拼装变形控制研究，企业委托，主持，2021.4-2023.10

    8.非对称跨变截面独塔斜拉桥施工关键技术研究，企业委托，主持，2021.2-2023.2

    9.城市小箱桥梁预制装配式建造技术研究，企业委托，主持，2020.7-2022.12

   10.城市桥梁顶升改造技术研究,  企业委托，主持，2016.3-2018.12

五、近五年代表性论文

    1.Liu S., Chen Z., Cao H.*, Shao C., An Analytical Model for Three-Tower Self-Anchored Suspension Bridges with Longitudinal Tower-Girder Connections,Structures, 2023, 48: 1455-1467.

    2.Cao H.*, Sun W., et al., Sizing and shape optimization of truss employing a hybrid constraint-handling technique and manta ray foraging optimization. Expert Systems With Applications, 2023, 213:118999

    3.Liu S., Cao H.*, et al., Study on Dimensionless Mid-tower Stiffness of Three-Tower Self-Anchored Suspension Bridges Based on an Analytical Approach.Structures, 2022, 45: 1573-1586

    4.Cao, H.*,Li, H., Wang, M., Huang, B., Sun, Y., A Structural Reanalysis Assisted Harmony Search for the Optimal Design of Structures.Computers & Structures, 2022, 270:106844.

    5.Sun Y., Xu Y., Guo J., Cao H.*, Constructional safety based cost optimization for the buckling-anchorage system of cantilever casting concrete arch bridges. Journal of Bridge Engineering-ASCE, 2022, DOI: 10.1061/(ASCE)BE.1943-5592.0001859

    6.Cao, H.*, Chen, Y., et al. Static characteristics analysis of three-tower suspension bridges with central buckle using a simplified model.Engineering Structures,2021, 245: 112916.

    7.Qin S., Zhang Y., Cao H.*, Kang J., Identification of multiple alternative solutions in structural model updating using multiple subswarm particle swarm optimization, Engineering Optimization, 2021, 

    8.Cao, H.,Chen, Y., Zhou, Y. et al. Comparative study of four penalty-free constraint-handling techniques in structural optimization using harmony search. Engineering with Computers (2020).

    9.Cao, H.,Chen, Y., Yang, L., & Feng, L. Hanger pre-tensioning force optimization of steel tied-arch bridges considering operational loads. Structural and Multidisciplinary Optimization, 2021, 63(2): 867-880.

   10.Kang, J., Zhang, X.,Cao, H.,& Qin, S. Research on Multi-Alternatives Problem of Finite Element Model Updating Based on IAFSA and Kriging Model. Sensors, 2020, 20(15), 4274.

   11.Liu, S., Zhu, H., Chen, Z., &Cao, H.* Frequency-constrained truss optimization using the fruit fly optimization algorithm with an adaptive vision search strategy. Engineering Optimization, 2020,52(5), 777-797.

   12.Han C., Fang, M., Ma, T.,Cao, H.,& Peng, H. An intelligent decision-making framework for asphalt pavement maintenance using the clustering-PageRank algorithm.Engineering Optimization, 2020, 52(11): 1829-1847.

   13.Cao, H., Qian, X., & Zhou, Y. Large-scale structural optimization using metaheuristic algorithms with elitism and a filter strategy.Structural and Multidisciplinary Optimization,2018,57(2):799-814

   14.Cao H., Qian, X.,Zhou, Y., Yang H. Applicability of subspace harmony search hybrid with improved Deb rule in optimizing trusses.Journal of Computing in Civil Engineering-ASCE.2018,32(4)04018021.

   15.Qin, S., Zhou, Y. L., Cao, H., & Wahab, M. A. Model updating in complex bridge structures using kriging model ensemble with genetic algorithm. KSCE Journal of Civil Engineering, 2018, 22(9), 3567-3578.

   16.Cao, H., Qian, X., Chen, Z., & Zhu, H. Layout and size optimization of suspension bridges based on coupled modelling approach and enhanced particle swarm optimization. Engineering Structures,2017,146, 170-183.

   17.Cao, H., Qian, X., Chen, Z., & Zhu, H. Enhanced particle swarm optimization for size and shape optimization of truss structures.Engineering Optimization,2017,1-18.

   18.Cao, H., Qian, X.,Zhou, Y., Chen, Z., Zhu, H. Feasible range for mid-tower lateral stiffness in three-tower suspension bridges.Journal of Bridge Engineering-ASCE.2018, 23(3): 06017009

   19.Cao, H., Zhou, Y. L., Chen, Z., & Wahab, M. A. Form-finding analysis of suspension bridges using an explicit Iterative approach. Structural Engineering and Mechanics,2017,62(1), 85-95.

   20.Zhou, Y. L., Cao, H.*, Liu, Q., & Wahab, M. A. Output-based structural damage detection by using correlation analysis together with transmissibility.Materials, 2017, 10(8), 866.

六、对研究生的要求：

具备较好的数学、力学及计算机编程基础　　

具有较强的动手能力和独立思考问题的能力

研究生期间至少独立完成科研项目一项，具有独当一面的能力和充分的自信心。