李雪艳 - 暨南大学 - 力学与建筑工程学院

个人简介

暨南大学力学与建筑工程学院副教授。已发表学术文章24篇，现任暨南大学副教授。主讲本科生课程《复变函数》，《数值分析》，《工程结构故障诊断》；硕士生课程《结构动力学》。教育经历（从大学本科开始，按时间倒序排序）： 1995年9月—1999年6月，中山大学理论与应用力学专业学士学位 1999年 9月—2002年6月，中山大学工程力学专业硕士学位 2004年11月—2007年11月，香港理工大学土木工程系结构工程专业博士学位科研与学术工作经历（按时间倒序排序）： 2010年12月-至今，暨南大学力学与建筑工程学院 2008年1月—2010年，在香港理工大学进行校聘博士后研究工作 2003年11月-2004年11月，香港理工大学土木工程系担任助教 2002年9月-2003年11月，中山大学理工学院工作本科及研究生教学工作经历（按时间倒序排序）：结构动力学，建筑与土木工程专业，硕士，2015级复变函数，工程力学专业，2015级结构动力学，工程力学专业，2014级工程结构故障诊断，工程力学专业，2014级主持或参加的科研项目及人才计划项目情况（排名前三,按时间倒序排序）： 1、国家自然科学青年基金项目：“基于振动响应二次协方差矩阵的服役桥梁环境振动健康监测方法研究”，项目负责人，2013-2015. 2、教育部博士点新教师类基金：“桥梁结构环境振动下的损伤识别实用方法研究”，项目负责人，2012-2014. 3、暨南大学面上基金项目一项。2013-2014.

研究领域

研究领域包括损伤识别、健康检测；动力学分析;反问题分析；模型修正、噪声控制、结构优化等。

近期论文

查看导师新发文章（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）

1、L. X. Wang , X. Y. Li (李雪艳）, Y. Tan and S. S. Law, Long-Term Health Monitoring of In-service Bridge Deck by Covariance of Covariance Matrix of Acceleration Responses, Advances in Structural Engineering, 18(12), 2129-2149, 2015. 2、Li X.Y. (李雪艳）and Wang L.X., Matrix of the Covariance of Unit Impulse Response Function for time-frequency damage detection and monitoring, 9th International Conference on Structural Dynamics (EURODYN), Porto, Portugal, Jun 30-Jul 02, 2014, EURODYN-International Conference on Structural Dynamics, 2635-2641, 2014. 3、Wang, Lixin;Jiang, Hui;Zhao, Xianren;Li, Xueyan(李雪艳）,Strong motion records of two suspension bridges in a M4.8 earthquake, Geotechnical Special Publication,n 240 GSP,p 145-156,2014,Advances in Soil Dynamics and Foundation Engineering - Selected Papers from the Proceedings of the 2014 Geo Shanghai International Congress 4、Xueyan Li(李雪艳）, Lixin Wang, S.S. Law, Damage detection for structures under ambient vibration via covariance of covariance matrix and consistent regularization, Advances in Structural Engineering，Vol. 16 No. 1, pp 77-86，2013. 5、Law, SS, Zhu, XQ ; Tian, YJ; Li, XY（李雪艳）; Wu, SQ, Statistical damage classification method based on wavelet packet analysis , STRUCTURAL ENGINEERING AND MECHANICS, Vol. 46, No. 4, pp: 459-486, 2013. 6、W. Zhao, J.K. Liu, X.Y. Li（李雪艳）, Q.W. Yang and Y.Y. Chen, A Moving Kriging Interpolation Response Surface Method for Structural Reliability Analysis，CMES, vol.93, no.6, pp.469-488, 2013. 7、Law, S. S.; Lin, J. F.; Li, X. Y. （李雪艳），Structural Condition Assessment from White Noise Excitation and Covariance of Covariance Matrix AIAA JOURNAL,Vol. 50, No. 7 pp: 1503-1512 , 2012 8、Xueyan Li（李雪艳）, S. S. Law , Lixin Wang，Health Monitoring of in-service Bridge Deck by Covariance of Covariance Matrix of acceleration, Applied Mechanics and Materials Vols. 71-78, pp 4808-4814, 2011. 9、Li X.Y.（李雪艳）, Law S.S., Matrix of the covariance of covariance of acceleration responses for damage detection from ambient vibration measurements, Mechanical Systems and Signal Processing, Volume 24, Issue 4, Pages 945-956, 2010. 10、X.Y. Li（李雪艳）, S.S. Law, Adaptive Tikhonov regularization for damage detection based on nonlinear model updating, Mechanical Systems and Signal Processing, 24(6), pp1646-1664,2010. 11、X.Y. Li（李雪艳）, S.S. Law, Consistent Regularization for Damage Detection with Noise and Model Errors, AIAA JOURNAL, Vol. 48, No. 4, 777-787, 2010. 12、Law, S. S., Li, X. Y（李雪艳）., Lu, Z. R., Closure to “Structural Damage Detection from Wavelet Coefficient Sensitivity with Model Errors” by S. S. Law, X. Y. Li, and Z. R. Lu. Journal of Engineering Mechanics, Feb2010, Vol. 136 Issue 2, p260-261, 2010. 13、X.Y. Li（李雪艳）, S.S. Law Identification of structural damping in time domain, Journal of Sound and Vibration, Volume 328, Issues 1-2, 27 November 2009, Pages 71-84. 14、Law, S.S. and Li, X.Y.（李雪艳）(2007). Wavelet-based sensitivity analysis of the Impulsive Response Function for Damage Detection. Journal of Applied Mechanics, ASME. 74(2), 375-377. 15、Law, S.S., Li, X.Y.（李雪艳）and Lu, Z.R. (2006). Structural damage detection from wavelet coefficient sensitivity with model errors. Journal of Engineering Mechanics, ASCE.132(10), 1077-1087. 16、Law, S.S., Li, X.Y.（李雪艳）, Zhu, X.Q, and Chan, S.L. (2005). Structural damage detection from wavelet packet sensitivity. Engineering Structures. 27(9), 1339-1348. 17、Li, X.Y.（李雪艳）and Law, S.S. (2008), Damage Identification of Structures Including System Uncertainties and Measurement Noise, AIAA Journal 46(1), 263-276. 18、Li, X.Y.（李雪艳）and Law, S.S. (2008), Condition assessment of structures under ambient white noise excitation, AIAA Journal 46(6), 1395-1404. 19、Li, X.Y.（李雪艳）and Law, S.S. (2008), Structural damage detection with statistical analysis from support excitation, Mechanical Systems and Signal Processing 22, 1793–1808. 20、Li X.Y.（李雪艳）, Wang L.X., Damage detection for Structures under Ambient Vibration via Consistent Regularization, the 14th Asia Pacific Vibration Conference, Hong Kong, China, 5 to 8 December 2011. 21、Li, X.Y.（李雪艳）and Law, S.S., Condition Assessment of Bridges under Earthquake Loading, International Conference on Bridge Engineering, Hong Kong, 1-3, November, 2008 (full paper in CD-ROM). 22、Li, X.Y.（李雪艳）and Law, S.S., On-line Condition Assessment of Bridges under Ambient Excitations, IMAC XXV, Orlando, Florida, USA, 19-22, February, 2007, (full paper in CD-ROM). 23、Law, S.S. and Li, X.Y.（李雪艳）, Damage Quantification of Structure under Operational Conditions. 12th Asia Pacific Vibration Conference, Sapporo, Japan, 6th-9th August, 2007. 24、Law, S.S. and Li, X.Y.（李雪艳）, Wavelet Packet Sensitivity for Structural Damage Detection. International Conference on Computational Methods, ICCM, National University of Singapore, 2004, 15-17 December.