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Ye Kangsheng
Position:Associate ProfessorAddress:Dept. of Civil Engineering,Tsinghua University, BeijingTel:86-10-62795222Fax:86-10-62771132E-mail:yeks@tsinghua.edu.cn
Educational Background
BA: Sep.1990 – July.1995, Structural Engineering, Tsinghua UniversityPhD: Sep.1995 – Jan.2000, Structural Engineering, Tsinghua University
Work Experience
2013- : Professor Vice Dean of School of Civil Engineering, Tsinghua University Vice director of State Key Laboratory of Hydro science and Engineering, Tsinghua University2010-: Associate Professor, Director of Structural Mechanics Division, Dept. of Civil Engineering, Tsinghua University2005-: Associate Professor, Dept. of Civil Engineering, Tsinghua University1999.11-2005.11: Assistant Professor ,Dept. of Civil Engineering, Tsinghua University,2006.5 - 2006.9: Visiting Scholar, University of Illinois at Urbana-Champaign(UIUC)2003.1 - 2003.1: Visiting Scholar, City University, HongKong2002.8 - 2002.8: Visiting Scholar, Cardiff University, UK2002.1 - 2002.1: Visiting Scholar, City University, HongKong2001.7 - 2001.8: Visiting Scholar, Cardiff University, UK
Teaching Courses
1. Structural Mechanics(1)2. Structural Mechanics(2)3. Matrix Structural Analysis4. Shells Analysis
Research Interests
1. FE accuracy recovery2. Structural eigenvalue analysis
Research Projects
Study on exact computation of structural free vibration by using dynamic stiffness method, National Natural Science Foundation of China(NSFC), 2011-2013, coordinator.
Professional Service
Vice Chair and secretary-general of Structural Engineering Commission, Chinese Mechanics Society
Honors and Awards
2008, Chinese Excellent Teaching Group: Series Courses on Structural Mechanics (MOE)
Academic Achievement
1. Yuan Si, Ye Kangsheng, Xiao Cheng, Kennedy David and Williams Frederic Ward. Solution of regular second and fourth order Sturm-Liouville problems by exact dynamic stiffness method analogy [J]. Journal of Engineering Mathematics, 2014(86): 157-1732. Yuan Si, Wang Yongliang, and Ye Kangsheng*. An Adaptive FEM for Buckling Analysis of Nonuniform Bernoulli-Euler Members via the Element Energy Projection Technique [J]. Mathematical Problems in Engineering, 2013.3. 叶康生、吴可伟,空间杆系结构的弹塑性大位移分析,工程力学,2013, 30(11): 1-8。4. 叶康生,赵雪健,动力刚度法求解平面曲梁面外自由振动问题,工程力学,2012,29(3): 1-8。5. 叶康生,陆天天,袁驷,结构几何非线性分析中分叉失稳的直接求解,工程力学,2011,28(8):1-86. 叶康生,陆天天,袁驷,结构几何非线性分析中临界点的直接求解,工程力学2010,27(10): 1-6,137. 袁驷, 刘学林, 叶康生. 张拉膜结构极小曲面找形的有限元线法求解. 土木工程学报, 2010, 43(11): 1-7.8. 袁驷,叶康生,王珂,平面曲梁面内自由振动分析的自适应有限元法,工程力学(增刊),第18届全国结构工程学术会议特邀报告,2009,26(sup II): 126-1329. 袁驷,肖嘉,叶康生,线法二阶常微分方程组有限元分析的EEP超收敛计算,工程力学2009,26(11): 1-9,2210. Yuan Si, Xing Qin-yan, Wang Xu, Ye Kang-sheng, “Self-adaptive strategy for one-dimensional finite element method based on EEP method with optimal super-convergence order”, Applied Mathematics and Mechanics (English Edition) , 2008, 29(5): 591-60211. 袁 驷,邢沁妍,叶康生,具有最佳超收敛阶的Galerkin有限元EEP法计算格式,工程力学,2008,25(11): 1-712. 袁驷,刘学林,叶康生,膜结构极小曲面找形分析的一种线性化近似方法及其有限元线法求解,工程力学(增刊),第17届全国结构工程学术会议特邀报告,2008,25(sup II): 1-613. Si,Yuan, Kangsheng Ye , Cheng Xiao, F. W. Williams and D. Kennedy, “Exact dynamic stiffness method for non-uniform beam vibrations and Bernoulli-Euler column buckling”, Journal of Sound and Vibration, 2007 June, 303(3-5): 526-53714. 袁驷、叶康生、林斯达,“移动荷载下杆系结构内力包络图的精确计算”,第十六届全国结构工程学术会议特邀报告,工程力学,2007,24(sup. II):129-134。15. 袁驷、叶康生、王珂、F. W. Williams、D. Kennedy,“求解杆系结构自由振动问题的力法”,第十五届全国结构工程学术会议特邀报告,工程力学,2006,23(增刊):1-5。16. 袁驷、叶康生、F. W. Williams、D. Kennedy,“杆系结构自由振动精确求解的理论和算法”,第十四届全国结构工程学术会议特邀报告,工程力学,2005,22(增刊):1-6。17. M. Djoudi, D. Kennedy, F. W. Williams, S Yuan, K Ye, “Exact substructuring in recursive Newton’s method for solving transcendental eigenproblems”, J. Sound and Vibration, 2005, 280: 883-90218. 袁驷、叶康生,“杆系结构自由振动的精确有限元法与动力刚度法的等价性”,中国科技论文在线,200519. Si,Yuan, Kangsheng Ye and F. Williams, “Second order mode-finding method in dynamic stiffness matrix methods”, J. Sound and Vibration, 269(3-5):689-708, 200420. 叶康生、袁驷,“常微分方程特征值问题求解器解法的改进”,工程力学,2004,21(3):31-35。21. Si,Yuan, Kangsheng Ye , F. W. Williams and D. Kennedy, “Recursive second order convergence method for natural frequencies and modes when using dynamic stiffness matrices”, International Journal for Numerical Methods in Engineering, 2003, 56(12): 1795-181422. 叶康生、袁驷,“空间几何构造分析的有限单元法”,力学与实践,2003,25(1):23-26。23. 叶康生、袁驷,“壳体的有限元线法分析(Ⅰ)——基本理论”,工程力学,2002,19(3):20-29。24. 叶康生、袁驷,“壳体的有限元线法分析(Ⅱ)——数值算例”,工程力学,2002,19(5):16-23。