性别：女

学位：博士

职称：副研究员，硕导

系部：道桥地下系

邮箱：zhangj@hfut.edu.cn

主页：/

方向：桥梁超声安全监测与检测，结构有限元模型修正，结构疲劳分析

招生：每学年拟招收硕士研究生2-3名，欢迎报考！优秀研究生可推荐到香港大学短期交流或继续深造。

个人简介

主要从事桥梁结构安全监测、结构有限元模型修正、疲劳分析等方面的研究。主持国家自然科学基金、安徽省自然科学基金等项目多项。在《Mechanical Systems and Signal Processing》和《Finite Elements in Analysis and Design》等期刊发表学术论文多篇，其中SCI收录10余篇，担任多个国际期刊通讯审稿人。 

教育背景

2001/09–2005/06，中南大学，桥梁与隧道工程，学士

2005/09–2017/12，中南大学，桥梁与隧道工程，硕士

2009/09–2013/08，香港大学，结构工程，博士

工作经历

科研项目

[1] 国家自然科学基金青年项目，基于S时频变换的桥梁结构非线性模型模式识别与参数确定，2017-2019，主持

[2] 学术新人提升计划B项目，基于非线性协整模型的兰姆波索结构监测方法研究，2020-2021，主持

[3] 博士后科学基金特别资助，基于同方差非线性协整模型的 Lamb 波桥梁裂纹检测方法，2019-2020，主持

[4] 安徽省自然科学基金面上项目，基于Hilbert谱矩的桥梁结构非线性模型模式识别，2017-2019，主持

[5] 博士后基金面上资助，考虑索力不确定性的大跨度斜拉桥疲劳可靠度分析，2016-2017，主持

获得奖励

[1] 指导老师, 2017年第三届中国“互联网+”大学生创新创业大赛, 国家级铜奖

[2] 指导老师, 2017年第三届安徽省“互联网+”大学生创新创业大赛, 省级金奖2个

[3] 指导老师, 2018年“创青春 中国联通”安徽省大学生创业大赛, 省级银奖

[4] 指导老师, 2019年第五届安徽省“互联网+”大学生创新创业大赛, 省级银奖

[5] 指导老师, 2020年第六届安徽省“互联网+”大学生创新创业大赛, 省级银奖

代表成果

[1] J. Zhang, D. Yang*, W.X. Ren, Y. Yuan. “Time-varying characteristics analysis of vehicle-bridge interaction system based on modified S-transform reassignment technique”, Mechanical Systems and Signal Processing, 2021.

[2] J. Zhang, F.T.K. Au, D. Yang^*. “Finite Element Model Updating of Long-Span Cable-Stayed Bridge by Kriging Surrogate Model”, Structural Engineering and Mechanics, 2020.

[3] X. Yang, J. Zhang^*, W.X. Ren. “Threshold selection for extreme value estimation of vehicle load effect on bridges”, International Journal of Distributed Sensor Networks, 2018, 14(2): 155014771857689.

[4] X. Yang, J. Zhang^*, W.X. Ren. “Temperature effect analysis of a long-span cable-stayed bridge based on extreme strain estimation”, Smart Structures and Systems, 2017, 20(1): 11-22.

[5] J. Zhang^*, F.T.K. Au. “Fatigue reliability assessment considering traffic flow variation based on weigh-in-motion data”, Advances in Structural Engineering, 2017, 20(1): 125-138.

[6] J. Zhang, F.T.K. Au^*. “Calibration of initial cable forces in cable-stayed bridge based on Kriging approach”, Finite Elements in Analysis and Design, 2014, 92: 80-92.

[7] J. Zhang, F.T.K. Au^*. “Effect of baseline calibration on assessment of long-term performance of cable-stayed bridges”, Engineering Failure Analysis, 2013, 35: 234-246.

[8] J. Zhang, W.X. Ren^*. “A dynamic stiffness method for determining natural frequencies of beams with allowance for dead load”, International Journal of Structural Stability and Dynamics, 2009, 9(4): 777-790.

[9] D. Yang, J.Q. Wang, W.X. Ren^*, J. Zhang. A plastic optical fiber sensing system for bridge deflection measurement, Sensors, 2020, 20(2): 480.

[10] C. Wang, J. Zhang, H.P. Zhu*. A combined method for time-varying parameter identification based on variational mode decomposition and generalized Morse wavelet, International Journal of Structural Stability and Dynamics, 2020.

[11] J.H. Lee, B.S. Lee, F.T.K. Au, J. Zhang, Y. Zeng. “Vibrational and dynamic analysis of C60 and C30 fullerenes using FEM”, Computational Materials Science, 2012, 56: 131-140.

[12] F.T.K. Au, P. Lou, J. Li, R.J. Jiang, J. Zhang, C.C.Y. Leung, P.K.K. Lee, K.Y. Wong and H.Y. Chan. “Simulation of vibrations of Ting Kau Bridge due to vehicular loading from measurements”, Structural Engineering and Mechanics, 2011, 40(4): 471- 488.

[13] Y. Xia, J. Zhang, Y.L. Xu, Y. Fujino. “Parametric oscillation of cables and aerodynamic effect”, Frontiers of Architecture and Civil Engineering in China, 2010, 4(3): 321-325.

[14] 吴西强, 区达光, 张静. 运营阶段桥梁灾害综述，南京工业大学学报, 42(3): 269-277.

[15] J.H. Lee, F.T.K. Au and J. Zhang, Analyses of Cable-Stayed Bridges by Full 3D FEM using ANSYS, Korean , 2011.