基本介紹
- 中文名：曹鴻猷
- 國籍：中國
- 畢業院校：華中科技大學
- 學位/學歷：博士
- 專業方向：結構工程
- 職務：武漢理工大學碩士生導師
- 職稱：教授
人物經歷,研究方向,學術成果,學術兼職,代表性論著,
人物經歷
2009.09～2014.09 華中科技大學，結構工程，博士
2015.09～2017.09 新加坡國立大學土木工程與環境工程系，博士後
2014.10～2018.11 武漢理工大學，講師
2018.12～至今 武漢理工大學，教授
研究方向
大跨度纜索承重橋樑結構分析理論、結構最佳化、進化最佳化算法、鋼結構疲勞與斷裂
學術成果
主持國家自然科學基金、湖北省自然科學基金各1項、武漢理工大學自主創新基金2項及企業委託的橫向科研項目1項，參與國家自然科學基金4項、新加坡政府研究基金1項及10餘項橫向科研課題，包括鸚鵡洲長江大橋、港珠澳大橋、銀川濱河黃河大橋、沙湖大橋、仙岳路立交頂升工程等；發表SCI論文10餘篇，EI論文1篇。
學術兼職
目前還擔任Engineering and Structures，Journal of Bridge Engineering, Journal of Computing in Civil Engineering, Engineering Optimization，Knowledge-Based Systems, Structural Engineering and Mechanics, 中國公路學報等多個期刊的審稿人。
代表性論著
1. 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, 2019, Doi: 10.1080/0305215X.2019.1624738
2. 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.
3. Cao, H., Qian, X., Zhou, Y., Yang H. Applicability of subspace harmony search hybrid with improved Deb rule in optimizing trusses.ASCE-Journal of Computing in Civil Engineering. 2018,32(4)04018021.
4. Cao, H., Qian, X., Zhou, Y., Chen, Z., Zhu, H. Feasible range for mid-tower lateral stiffness in three-tower suspension bridges. ASCE-Journal of Bridge Engineering. 2018, 23(3): 06017009
5. Qin, S., Zhou, Y., Cao, H., Model Updating in Complex Bridge Structures using Kriging Model Ensemble with Genetic Algorithm, KSCE-Journal of Civil Engineering, 2018, 22(9):3567-3578.
6. 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.
7. Cao, H., Qian, X., Chen, Z., & Zhu, H. Enhanced particle swarm optimization for size and shape optimization of truss structures. Engineering Optimization, 2017,49(11): 1939-1956.
8. 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.
9. 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.
10. Chen, Z., Cao, H., Ye, K., Zhu, H., & Li, S. Improved particle swarm optimization-based form-finding method for suspension bridge installation analysis. ASCE-Journal of Computing in Civil Engineering,2015, 29(3) 04014047
11. Chen, Z., Cao, H., Zhu, H., Hu, J., & Li, S. A simplified structural mechanics model for cable-truss footbridges and its implications for preliminary design. Engineering Structures, 2014，68, 121-133.
12. Chen, Z., Cao, H., & Zhu, H. An iterative calculation method for suspension bridge's cable system based on exact catenary theory. Baltic Journal of Road and Bridge Engineering, 2013, 8(3): 196-204.
13. 曹鴻猷, 陳志軍, 吳巧雲, 朱宏平, 康俊濤. 基於單索理論的多塔懸索橋簡化計算模型. 中國公路學報. 2016;29(4):77-84.
