教育經歷
1984/09–1988/07,合肥工業大學,土木工程系,本科生(獲學士學位);
1990/09–1993/03,同濟大學,結構工程學院,建築工程系,研究生(獲碩士學位);
1996/03–1999/01,同濟大學,土木工程學院,建築工程系,研究生(獲博士學位)。
工作經歷
1999/03–2000/12,上海交通大學,船舶海洋與建築工程學院,力學流動站,博士後;
2000/12–2002/12,上海交通大學,船舶海洋與建築工程學院,工程力學系,副教授;
2002/12–2004/12,上海交通大學,船舶海洋與建築工程學院,土木工程系,副教授;
2004/12–,上海大學,土木工程系,教授。
國企、外企工作經歷
安徽省水利水電建築安裝總公司;
南京棲霞建設(集團)有限公司;
上海金外灘(集團)有限公司;
上海恆邦房地產開發有限公司等工作、任職七年。
學術任職
任《Earthquakes and Structures》 (SCI)、 《Wind and Structures》(SCI)、《振動與衝擊》(EI)等20多個雜誌編委及國際會議TPC。
學術研究進展
在國內外學術刊物上,發表論文261篇(其中SCI和EI收錄200多篇)。結構振動控制SCI論文,他引次數200多次(被他人SCI論文引用)。
在結構振動控制與減震領域,獲中國發明(實用新型)專利授權8項;獲2013年安徽省優秀工程勘察設計行業獎二等獎:安徽理工學校北區教學樓BRB消能減震加固設計;2013年度上海市優秀碩士學位論文指導教師。
在結構抗風領域,2012年度上海市優秀博士學位論文指導教師。
研究課題與工程
TMD設計、製作和安裝以及監測;
基於數據驅動技術和小波變換的非平穩與非高斯過程模擬;
智慧型鋼結構建築關鍵技術及套用;
鋼結構工程設計;
超高層建築結構健康監測工程;
結構抗震與消能減震工程設計;
鋼筋混凝土結構抗震與抗暴工程設計以及連續性倒塌分析。
發表SCI論文
1. Jinhua Li, Chunxiang Li (Corresponding author), Liang He, Jianhong Shen. Extended modulating functions for simulation of wind velocities with weak and strong nonstationarity. Renewable Energy, Accepted for publication, 2015.
2. Chunxiang Li, Baoya Cao. Hybrid active tuned mass dampers for structures under the ground acceleration. Structural Control and Health Monitoring, 2015; 22(4): 757-773.
3. Zhaolong Han, Dai Zhou, Tao He, Jiahuang Tu, Chunxiang Li, Kenny C.S. Kwok, Congqi Fang. Flow-induced vibrations of four circular cylinders with square arrangement at low Reynolds numbers. Ocean Engineering, 2015; 96: 21-33.
4. Jiahuang Tu, Dai Zhou, Yan Bao, Congqi Fang, Kai Zhang, Chunxiang Li, Zhaolong Han.Flow-induced vibration on a circular cylinder in planar shear flow. Computers & Fluids, 2014; 105: 138–154.
5. Jinhua Li, Chunxiang Li (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.
6. Chunxiang Li, Jinhua Li. Support vector machines approach to conditional simulation of non-Guassian stochastic process. ASCE Journal of Computing in Civil Engineering, 2012, 26(1): 131-140.
7. Chunxiang Li, Jianhong Shen. Analytic wavelet transformation-based modal parameter identification from ambient responses. The Structural Design of Tall and Special Buildings, 2012, 21(6): 431-446.
8. Chunxiang Li. Effectiveness of the active multiple tuned mass dampers for asymmetric structures considering soil–structure interaction effects. The Structural Design of Tall and Special Buildings, 2012, 21(8): 543-565.
9. Chunxiang Li,Qing Liu,Shengning Lan. Application of support vector machine based semi-active control for seismic protection of structures with magnetorheological dampers. Mathematical Problems in Engineering,Volume 2012, Article ID 268938, 18 pages, doi:10.1155/2012/268938.
10. Chunxiang Li, Qing Liu. Support vector machine based semi-active control of seismic structures: a new control strategy. The Structural Design of Tall and Special Buildings, 2011, 20(6): 711–720.
11. Chunxiang Li, Jinhua Li. Simulation of non-Gaussian random field for boundary in-plane imperfection. Advanced Science Letters, 2011, 4(3): 943-947.
12. Jinhua Li, Chunxiang Li (Corresponding author), Shuisheng Chen. Spline-interpolation -based FFT approach to fast simulation of multivariate stochastic processes. Mathematical Problems in Engineering, Volume 2011 (2011), Article ID 842183, 24 pages, doi:10.1155/2011/842183.
13. Chunxiang Li, Bingkang Han. Effect of dominant ground frequency and soil on multiple tuned mass dampers. The Structural Design of Tall and Special Buildings, 2011, 20(2): 151-163.
14. Chunxiang Li, Zhiqiang Yu, Xueyu Xiong, Chao Wang. Active multiple tuned mass dampers for asymmetric structures considering soil-structure interaction. Structural Control and Health Monitoring, 2010, 17(4): 452-472.
15. Chunxiang Li, Jinhua Li, Yan Qu. An optimum design methodology of active tuned mass damper for asymmetric structures. Mechanical Systems and Signal Processing, 2010, 24(3): 746-765.
16. Chunxiang Li, Jinhua Li,Zhiqiang Yu, Yan Qu. Performance and parametric study of active multiple tuned mass dampers for asymmetric structures under ground acceleration. Journal of Mechanics of Materials and Structures, 2009, 4(3): 571-588.
17. Chunxiang Li, Bingkang Han, Jingyi Zhang, Yan Qu, Jinhua Li. Active multiple tuned mass dampers for reduction of undesirable oscillations of structures under wind loads. International Journal of Structural Stability and Dynamics, 2009, 9(1): 127–149.
18. Chunxiang Li, Xueyu Xiong. Estimation of active multiple tuned mass dampers for asymmetric structures. Structural Engineering and Mechanics, 2008, 29(5): 505-530.
19. Weijian Si, Chunxiang Li (Corresponding author), Shi Wei Gong, Lam Khin Yong. Spline-Discretization-Based Free Vibration Analysis for Orthotropic Plates. ASCE Journal of Engineering Mechanics, 2008, 134(5): 405–416.
20. Chunxiang Li, Bingkang Han. Estimating lever-type active multiple tuned mass dampers for structures under harmonic excitation. Journal of Mechanics of Materials and Structures, 2008, 3(1): 19-44.
21. Bingkang Han, Chunxiang Li (Corresponding author). Characteristics of linearly distributed parameter based multiple tuned mass dampers. Structural Control and Health Monitoring, 2008, 15(6): 839-856.
22. Chunxiang Li, Bingkang Han. Control strategy of the lever-type active multiple tuned mass dampers for structures. Wind and Structures, 2007, 10(4): 301-314.
23. Chunxiang Li, Bilei Zhu. Investigation of response of systems with active multiple tuned mass dampers. Structural Control and Health Monitoring, 2007, 14: 1138–1154.
24. Bingkang Han, Chunxiang Li (Corresponding author). Evaluation of multiple dual tuned mass dampers for structures under ground acceleration. International Journal of Structural Stability and Dynamics, 2006, 6 (1): 59-75.
25. Chunxiang Li, Weilian Qu. 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.
26. Chunxiang Li, Bilei Zhu. 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.
27. Chunxiang Li. Performance of dual-layer multiple tuned mass dampers for structures under ground acceleration. International Journal of Structural Stability and Dynamics, 2006, 6 (4): 541-557.
28. Chunxiang Li, Jingyi Zhang. Evaluation of arbitrary integer based multiple tuned mass dampers for structures. International Journal of Structural Stability and Dynamics, 2005, 5(3): 475-488.
29. Chunxiang Li, QS Li. Evaluation of the lever-type multiple tuned mass dampers for mitigating harmonically forced vibration. International Journal of Structural Stability and Dynamics, 2005, 5(4): 641-664.
30. Chunxiang Li, Weilian Qu. Evaluation of elastically linked dashpot based active multiple tuned mass dampers for structures under ground acceleration. Engineering Structures, 2004, 26: 2149–2160.
31. Chunxiang Li, Dai Zhou. Evaluation of multiple active lever-type tuned mass dampers for structures under ground acceleration. Engineering Structures, 2004, 26: 303–317.
32. Chunxiang Li, Liqing Zhang. Adjustable lever-type active tuned mass damper: a new ATMD model. ACTA Mechanica Solida Sinica, 2004, 17(1): 74-82.
33. Chunxiang Li, Dai Zhou. Construction of polynomial matrix using block coefficient matrix representation auto-regressive moving average model for actively controlled structures. ACTA Mechanica Sinica, 2004, 20 (6): 661-667.
34. Chunxiang Li, Yanxia Liu. Ground motion dominant frequency effect on the design of multiple tuned mass dampers. Journal of Earthquake Engineering, 2004, 8 (1): 89-105.
35. Chunxiang Li, Yanxia Liu, Zhaomin Wang. Active multiple tuned mass dampers: a new control strategy. ASCE Journal of Structural Engineering, 2003, 129(7): 972-977.
36. Chunxiang Li, Weijian Si, Zhenyu Liu. Spline semidiscretization analysis for orthotropic plates and shells. ASCE Journal of Engineering Mechanics, 2003, 129(1): 60–70.
37. Chunxiang Li. Multiple active–passive tuned mass dampers for structures under the ground acceleration. Earthquake Engineering and Structural Dynamics, 2003, 32: 949–964.
38. Chunxiang Li, Yanxia Liu. 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.
39. Chunxiang Li, Yanxia Liu. Further characteristics for multiple tuned mass dampers. ASCE Journal of Structural Engineering, 2002, 128(10): 1362–1365.
40. Chunxiang Li, Yanxia Liu. Active multiple tuned mass dampers for structures under the ground acceleration. Earthquake Engineering and Structural Dynamics, 2002, 31: 1041–1052.
41. Chunxiang Li. 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.
42. Chunxiang Li. 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.