一、简介

◇张志田，男、1974年生、博士、教授、博士生导师；

◇研究方向：桥梁与结构风工程、防灾减灾、CFD软件开发与应用；

◇国际桥梁与结构工程学会（IABSE）第一工作小组成员；

◇海南省领军人才；

◇海南省首届“千人专项”人选；

◇中国土木工程学会桥梁与结构工程分会理事；

◇中国土木工程学会桥梁与结构分会风工程委员会学术委员；

◇中国空气动力学会风工程与工业空气动力学会专业委员会委员；

2004年博士毕业于同济大学桥梁与隧道工程专业，先后在湖南大学、海南大学任教，主讲桥梁工程、桥梁抗风与抗震、结构动力学等课程。发表学术论文100余篇、作为主要编写人员参加编写学术专著3本、参加编写行业标准1部。先后获得湖南省优秀硕士学位论文奖1项、上海市优秀博士学位论文奖1项、上海市科技进步一等奖1项、教育部自然科学进步二等奖1项。

联系电话：13975127541；

Email:zhangzhitian@hnu.edu.cn；

zhangzhitian@hainanu.edu.cn

二、主要学习经历

2013年7月～2014年8月，加拿大蒙特利尔Concordia University,高级访问学者。合作导师为Journal of Wind Engineering and Industrial Aerodynamics主编TedStathopoulos教授；

2001年3月～2004年7月，同济大学土木工程学院桥梁工程系，获桥梁与隧道工程博士学位，主攻方向风工程；

1998年9月～2001年3月，湖南大学土木工程学院，结构工程硕士学位，主攻方向钢筋混凝土箱梁受力变形非线性理论；

1991年9月～1995年7月，葛洲坝水电工程学院（今三峡大学），获水利水电建筑工程专业学士学位。

三、主要工作经历

2019年2月至今，海南大学教授、博士生导师。

2016年1月～2019年1月，湖南大学教授、博士生导师。

2012年1月～2015年12月，湖南大学副教授、博士生导师；

2006年1月～2011年12月，湖南大学副教授、硕士生导师；

2004年7月～2005年12月，湖南大学讲师；

1995年8月～1998年8月，中国水电八局，施工员；

四、近年发表论文

1.Wang, Z., Zhu, J., Lu, Z.,Zhang, Z., 2024. Comparison of artificial intelligence models reconstructing missing wind signals in deep-cutting gorges. Wind and Structures 38(1): 75-91. https://doi.org/10.12989/was.2024.38.1.75

2.Zeng, J.,Zhang, Z., Li, M., Li, S. Across-wind fluctuating aerodynamic force acting on large aspect-ratio rectangular prisms. Journal of Fluids and Structures (in Press).

3.Zhang, Z., 2023. Motion-amplitude-dependent nonlinear VIV model and maximum response over a full bridge span. Nonlinear Dynamics. https: //doi.org/10.1007/s11071-023-08565-w

4.Wang, Z.,Zhang, Z., 2023. Machine learning-based deep data mining and prediction of vortex-induced vibration of circular cylinders. Ocean Engineering 285, part 1://doi.org/10.1016/j.oceaneng.2023.115313

5.Zeng, J.,Li, M.,Li, Z.,Zhang, Z., 2022. Spatial correlation of along-wind fluctuating aerodynamic force acting on large aspect-ratio rectangular prisms. Journal of Wind Engineering and Industrial Aerodynamics 224: 104951

6.Zhang, Z., Wang, Z. X., Zeng, J. D., Zhu, L. D., Ge, Y. J., 2022. Experimental investigation of post-flutter properties of a suspension bridge with a π-shaped deck section. Journal of Fluids and Structures 112: 103592,

7.Wang, Z. X.,Zhang, Z., Wu, C. Q., 2022. Numerical investigation on the nonlinear flutter behaviors of a pi-shaped sectional bridge deck. Advances in Structural Engineering 25, 2157-2174. (Grant Number 51578233 and 51938012)

8.Wang, Z., Zhu, J., Zeng, J.,Zhang, Z., 2023. Wind-induced asymmetry torsional divergence of long-span bridges: Mechanism, three-dimensional and turbulence effects. International Journal of Structural Stability and Dynamics 23(4): 2350042.

9.Zeng,J.,Zhang,Z., Li,M., Li,Z., 2021.The Spatial Structure of Passively Simulated Atmospheric Boundary Layer Turbulence. Applied Sciences, 2021, 11(24), 11934.

10.Zhang, Z., Zhang, X.X., Ge, Y. J., 2020. Motion-induced vortex shedding and lock-in phenomena of a rectangular section. Nonlinear Dynamics 102(4):2267-2280. doi.org/10.1007/s11071-020-06080-w.

11.Zhang, Z., Zhu, L. D., 2021. Wind-induced symmetric and asymmetric static torsional divergence of flexible suspension bridges. Journal of Fluids and Structures 103 (2021) 103263

12.Wang, Z. X.,Zhang, Z., 2021. VIV properties of π–shaped bridge sectional model: dependence on torsional-bending frequency ratio. ASCE Journal of bridge engineering 26(6): 06021003.

13.Wang, Z. X.,Zhang, Z., 2022. Experimental investigation of effects of wind yaw angles and turbulence on post-flutter behaviors of a suspension bridge model. ASCE Journal of Bridge Engineering,DOI: 10.1061/(ASCE)BE.1943-5592.0001832

14.Zhang, Z., Zeng, J., Zhu, L., Ge, Y., 2021. Buffeting-induced resonances of hangers at a long-span suspension bridge and mitigation countermeasure. ASCE Journal of Bridge Engineering 26(9): 04021064

15.Zhang, Z.,2019. Mean wind load induced incompatibility in nonlinear aeroelastic simulations of bridge spans. Frontiers of Structural and Civil Engineering, Vol. 13(3): 605-617, DOI:https://doi.org/10.1007/s11709-018-0499-x

16.Zhang, Z., 2018. Multi-stage indicial functions and post-flutter simulation of long-span bridges. ASCE Journal of Bridge Engineering 23(4).

17.Zhang, Z., Zhang, W. F., 2017. Sensitivity and vibration reduction of buffeting induced resonance of hangers. Wind and Structures 25 (1): 39-61.

18.Zhang, Z.,Zhang, X. X., Yang, Y. X., Ge, Y.J, 2017. Nonlinear aerodynamic and energy input properties of a twin-box girder bridge deck section. Journal of Fluids and Structures 74 (10): 413-426.

19.Zhang, Z., Zhang, W. F., 2017. Experimental investigation on relations between flutter derivatives and aerodynamic admittances. ASCE Journal of Bridge Engineering, Vol. 22 (10).

20.Zhang, Z., Zhang, W., Ge, Y., 2017. Aerodynamic admittances of bridge deck sections: Issues and wind field dependence. Wind and Structures 25 (3): 283-299

21.Zhang,Z.,Xiaobo Wu,X.,Chen,Z.,Ge, Y., 2016.Mechanism of a kind of hanger oscillation at suspensionbridges: Buffeting induced resonance, ASCE Journal of Bridge Engineering 21(3), 2016.

22.Zhang,Z.,Ge,Y.,Chen, Z., 2015.On the aerostatic divergence of suspension bridges: A cable-length-basedcriterion for the stiffness degradation,Journal of Fluids and Structures, 2015, Vol. 52, 118-129.

23.Zhang,Z.,Ge,Y.,Chen, Z., 2014. Vortex-induced oscillations of bridges: linkages between sectional model tests and full bridge responses.Wind and Structures, 2014, Vol. 19(3): 233-247.

24.Zhang,Z.,Ge, Y., andYang, Y., 2013.Torsional stiffness degradation and aerostatic divergence of suspension bridge decks, Journal of Fluids and Structures, 2013, Vol.40, 269-283.

五、主要科研项目

六、参编的学术专著、规范

[1] 土木工程学会.《桥梁结构风洞试验标准》(T/CCES 25-2021), 中国建筑工业出版社.

[2] 张志田，葛耀君，《大跨度桥梁非线性抖振及其对抗风稳定性影响的研究》，同济大学出版社，2018年.

[3] 陈政清主编，《桥梁风工程》，人民交通出版社，北京2005（编写第五、第七章）.

[4] 李跃，主编，《广州新光大桥-珠江上的彩虹》，人民交通出版社，北京2009年（编写第八章）.

[5] 陈政清主编，工程结构的风致振动、稳定与控制，科学出版社，北京，2013年（编写第四、第九章）.