姓名：李春祥
职称：教授
专业：结构工程、防灾减灾工程及防护工程
联系方式：Li-chunxiang@vip.sina.com
个人简介：
博士，教授，博士生导师
主要研究方向
人工智能、结构抗震与减隔震、结构振动控制、结构风工程
教育经历
1996/03–1999/01，同济大学，土木工程学院，建筑工程系，研究生（获博士学位）
1990/09–1993/03，同济大学，土木工程学院，建筑工程系，研究生（获硕士学位）
1984/09–1988/07，合肥工业大学，土木工程系，本科生（获学士学位）
科研和教学经历
2004/12–至今，上海大学，土木工程系，教授、博士生导师
2002/12–2004/12，上海交通大学，船舶海洋与建筑工程学院，土木工程系，副教授
2000/12–2002/12，上海交通大学，船舶海洋与建筑工程学院，工程力学系，副教授
1999/03–2000/12，上海交通大学，船舶海洋与建筑工程学院，力学流动站，博士后
企业经历
在安徽省水利水电建筑安装总公司、南京栖霞建设（集团）有限公司、上海金外滩（集团）有限公司以及上海恒邦房地产开发有限公司等工作、任职七年。
科研和教学主要进展
从事人工智能、结构抗震与减隔震、结构振动控制、结构风工程研究，发表学术论文330多篇，其中第一作者和通讯作者SCI论文36篇、通讯作者SCI论文13篇、通讯作者高被引论文1篇、合作作者SCI论文2篇；主持国家自然科学基金面上项目4项、参加国家自然科学基金面上项目2项；以第一发明人获授权中国发明专利19项。
现担任《Earthquakes and Structures》（SCI）、《Wind and Structures》（SCI）、《振动与冲击》（EI）等多个杂志编委；担任第八届风工程专业委员会委员、第五届中国建筑学会抗震防灾分会结构减震控制专业委员会理事。
承担本科生的《工程结构抗震及防灾》和博士生的《结构动力学进展》课程教学。已指导研究生70多名，指导的博士生和硕士生分别荣获2013年上海市优秀博士论文奖和2014年上海市优秀硕士论文奖。
主要国际杂志SCI论文
1.Cao Liyuan,Li Chunxiang (corresponding author), Chen Xu. Performance of multiple tuned mass dampers-inerters for structures under ground acceleration. Smart Structures and Systems, Under Review.
2.Jiang Lei,Li Chunxiang (corresponding author).Linear prediction and z-transform based CDF- mapping simulation algorithm of multivariate non- Gaussian fluctuating wind pressure, Engineering Structures, Under Review.
3.Chen Xu,Li Chunxiang(corresponding author). Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation, Engineering Structures, Under Review.
4.Bao Xumin,Li Chunxiang (corresponding author). Application of time-frequency interpolation and proper orthogonal decomposition in nonstationary wind field simulation, To be published inASCE Journal of Engineering Mechanics.
5.Bao Xumin,Li Chunxiang (corresponding author). Fast simulation of non-Stationary wind velocity based on time-frequency interpolation.Journal of Wind Engineering & Industrial Aerodynamics, 2019, 193：103982.
6.Cao Liyuan,Li Chunxiang(corresponding author). Tuned tandem mass dampers-inerters with broadband high effectiveness for structures under white noise base excitations.Structural Control and Health Monitoring,2019; 26(4): e2319. https://doi.org/ 10.1002/stc.2319.
7.Li Zhou,Li Chunxiang(corresponding author). Non-Gaussian non-stationary wind pressure forecasting based on the improved empirical wavelet transform.Journal of Wind Engineering & Industrial Aerodynamics, 2018, 179: 541–557.
8.Cao Liyuan,Li Chunxiang (corresponding author). Enhanced hybrid active tuned mass dampers for structures.Structural Control and Health Monitoring, 2018, 25: e2067,https://doi.org/10.1002/stc.2067.
9.Yang Yunzhi,Li Chunxiang (corresponding author). Performance of tuned tandem mass dampers for structures under the ground acceleration.Structural Control and Health Monitoring, 2017; 24: e1974.https://doi.org/10.1002/stc.1974.
10.Li Jinhua,Li Chunxiang (corresponding author), He Liang, Shen Jianhong. Extended modulating functions for simulation of wind velocities with weak and strong nonstationarity.Renewable Energy, 2015, 83: 384-397.
11.Li Chunxiang (corresponding author), Baoya Cao. Hybrid active tuned mass dampers for structures under the ground acceleration.Structural Control and Health Monitoring, 2015; 22(4): 757-773.
12.Li Jinhua,Li Chunxiang (corresponding author). Simulation of non-Gaussian stochastic process with target power spectral density and lower-order moments.ASCE Journal of Engineering Mechanics，2012, 138(5): 391-404.
13.Li Chunxiang (corresponding author), Li Jinhua. Support vector machines approach to conditional simulation of non-Guassian stochastic process.ASCE Journal of Computing in Civil Engineering, 2012, 26(1): 131-140.
14.Li Chunxiang (corresponding author), Yu Zhiqiang, Xiong Xueyu, Wang Chao. Active multiple tuned mass dampers for asymmetric structures considering soil-structure interaction.Structural Control and Health Monitoring, 2010, 17(4): 452-472.
15.Li Chunxiang (corresponding author), Li Jinhua, Qu Yan.An optimum design methodology of active tuned mass damper for asymmetric structures.Mechanical Systems and Signal Processing, 2010, 24(3): 746-765.
16.Si Weijian,Li Chunxiang (corresponding author), Gong Shi Wei, Yong Lam Khin. Spline-Discretization-Based Free Vibration Analysis for Orthotropic Plates.ASCE Journal of Engineering Mechanics, 2008, 134(5): 405–416.
17.Han Bingkang,Li Chunxiang (corresponding author). Characteristics of linearly distributed parameter based multiple tuned mass dampers.Structural Control and Health Monitoring,2008, 15(6): 839-856.
18.Li Chunxiang (corresponding author), Zhu Bilei. Investigation of response of systems with active multiple tuned mass dampers.Structural Control and Health Monitoring, 2007, 14: 1138–1154.
19.Li Chunxiang (corresponding author), Qu Weilian. Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration.Engineering Structures, 2006, 28(4): 472-494.
20.Li Chunxiang (corresponding author), Zhu Bilei. Estimating double tuned mass dampers for structures under ground acceleration using a novel optimum criterion.Journal of Sound and Vibration, 2006, 298(1-2): 280-297.
21.Li Chunxiang (corresponding author), Qu Weilian. Evaluation of elastically linked dashpot based active multiple tuned mass dampers for structures under ground acceleration.Engineering Structures, 2004, 26: 2149–2160.
22.Li Chunxiang (corresponding author), Zhou Dai. Evaluation of multiple active lever-type tuned mass dampers for structures under ground acceleration.Engineering Structures, 2004, 26: 303–317.
23.Li Chunxiang (corresponding author), Liu Yanxia, Wang Zhaomin. Active multiple tuned mass dampers: a new control strategy.ASCE Journal of Structural Engineering, 2003, 129(7): 972-977.
24.Li Chunxiang (corresponding author), Si Weijian, Liu Zhenyu. Spline semidiscretization analysis for orthotropic plates and shells.ASCE Journal of Engineering Mechanics, 2003, 129(1): 60–70.
25.Li Chunxiang (corresponding author). Multiple active–passive tuned mass dampers for structures under the ground acceleration.Earthquake Engineering and Structural Dynamics, 2003, 32: 949–964.
26.Li Chunxiang (corresponding author), Liu Yanxia. Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution.Earthquake Engineering and Structural Dynamics, 2003, 32: 671–690.
27.Li Chunxiang (corresponding author), Liu Yanxia. Further characteristics for multiple tuned mass dampers.ASCE Journal of Structural Engineering, 2002, 128(10): 1362–1365.
28.Li Chunxiang (corresponding author), Liu Yanxia. Active multiple tuned mass dampers for structures under the ground acceleration.Earthquake Engineering and Structural Dynamics, 2002, 31: 1041–1052.
29.Li Chunxiang (corresponding author). Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF.Earthquake Engineering and Structural Dynamics, 2002, 31: 897–919.
30.Li Chunxiang (corresponding author). Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration.Earthquake Engineering and Structural Dynamics, 2000, 29: 1405-1421.




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