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林伟

信息来源: 暂无 发布日期: 2011-03-28 浏览次数:


基本信息

林伟

副教授,硕士生导师

出生年月:1980.12.30

籍贯:福州

Email:cewlin@fzu.edu.cn,laziomomo@163.com 

Tel:(+86) 18106060906

QQ12670856

研究方向

结构地震反应分析与抗震

结构振动控制

结构健康监测

研究及教育经历

1)受教育经历

2005/092009/04,天津大学,建筑工程学院,结构工程专业,博士研究生,指导教师:李忠献教授

2006/122008/03,香港理工,大学土木与环境工程系,研究助理(联合培养博士),指导教师:倪一清教授

2003/092005/07,天津大学,建筑工程学院,结构工程专业,硕士研究生,指导教师:李忠献教授

1999/092003/07,天津大学,建筑工程专业和财务管理专业,本科生,获得双学士学位 

2)研究工作经历

2013/03-2014/03,美国休斯敦大学,School of Mechanical Engineering,访问学者

2011/08-现今,福州大学,土木工程学院,副教授

2009/09-2010/09,香港理工大学,土木与结构工程系,访问学者

2009/04-2011/08,福州大学,土木工程学院,讲师

主持及参与项目

2012-2014国家自然科学基金青年基金(51108089)大跨度连体高层结构多维多点地震反应分析及智能减振研究主持

2011-2014国家高校博士点基金(20113514120005)复杂结构基于部分反馈的子结构半主动振动控制算法主持

2012-2014国家自然科学基金青年基金(51108092)考虑三维隔震的大高宽比结构抗倾覆机理研究参与,排名第三

2011-2014福建省自然科学基金(2011J05128)主持,已结题

发表论文

[1]  李忠献,林伟,丁阳.大跨度空间网格结构多维多点随机地震反应分析.地震工程与工程振动. 2006, 26 (1): 56-63.

[2]  丁阳,林伟,李忠献.大跨度空间结构多维多点非平稳随机地震反应分析.工程力学. 2007, 24 (3)97-103.EI 071810576476

[3]  李忠献,林伟,丁阳.行波效应对大跨度空间网格结构地震响应的影响.天津大学学报. 2007, 40 (1): 1-8.EI 071510546882

[4]  李忠献,林伟,丁阳.多维地震激励下空间结构MR阻尼器半主动控制.天津大学学报. 2007, 40 (5): 512-518.EI 073210754671

[5]  LIN WeiLI Zhong-Xian, DING Yang. Trust-region based Instantaneous Optimal Semi-active Control on Long-span Spatial Structure with MRF-04K Damper. Journal of Earthquake Engineering and Engineering Vibration. 2008, 7 (4): 447-464.SCIEI收录)(EI 20085211815737

[6]  林伟,李忠献,倪一清.基于信赖域方法的MR阻尼器瞬时最优半主动控制.工程力学,2009, 26 (9):36-42EI 20094512432369

[7]  林伟,李忠献,倪一清.基于信赖域方法的MR阻尼器瞬时最优半主动控制实验研究.振动工程学报, 2009, 22(5): 519-526EI 20094912533831

[8]  Ni, Y.Q., Y. Xia, W. Lin, W.H. Chen, and J.M. Ko. 2009. “ANCRiSST Benchmark Problem on Structural Health Monitoring of High-Rise Slender Structures  Phase I: Reduced-Order Finite Element Model,” in Proceedings of the 5th International Workshop on Advanced Smart Materials and Smart Structures Technology, Boston, Massachusetts, USA.

[9]  W. Lin, Y. Q. Ni, Y. Xia, W. H. Chen. “Field Measurement Data and a Reduced-order Finite Element Model for Task I of the SHM Benchmark Problem for High-rise Structures” in Proceedings of the 5th World Conference on Structural Control and Monitoring, 2010,Tokyo, Japan.

[10]W. H. Chen, Z. R. Lu, W. Lin, et al. Theoretical and experimental modal analysis of the Guangzhou New TV Tower. Engineering Structures, 2011, 33(12): 3628-3646.

[11] W. Lin, S. H. Chen, L. Q. Deng. LQG Modal Control on Spatial Structures Using MR Damper. Advanced Materials Research, 2011, 250-253: 2451-2454. (EI 20112314040265)

[12] Y. Zhang, W. Lin. Z. M. Wang. Comparison of Vertical Model and Spatial Model for Vehicle-Track-Bridge Coupling Vibration System, Advanced Materials Research, 2011, 243-249: 4307-4310. (EI 20112314045603)

[13] W. Lin, S. H. Chen, P. Y. Huang. Seismic Analysis of Long-span Connected Structures under Multi-supported and Multi-dimensional Earthquake Excitations. Proceedings of the International Symposium on Innovation & Sustainability of Structures in Civil Engineering, 2011, 1, 640-645.

[14] W. Lin, Z. X. Li, G. M. Zhang, P. Y. Huang. WPT-Based Modal Control on Distributed Structures with MRF-04K Damper, Transactions of Tianjin University, 2011, 17 (6):397-403. EI: 20120714762925.

[15]林伟,陈尚鸿,祁皑,张根明. TIOC半主动控制算法在相邻结构地震响应控制上的应用.振动与冲击, 2011, 30 (12): 141-146. EI:20120214676516

[16]林伟,陈尚鸿,祁皑,黄立志.多维多点激励下大跨度连体高层结构地震反应分析.福州大学学报, 2011, 39 (6): 923-929.

[17]林伟,陈尚鸿,张根明.基于部分反馈的LQG模态半主动控制算法.福建工程学院学报, 2011, 9 (6): 542-545.

[18] Y.Q Ni, Y. Xia, W. Lin, W. H. Chen, K. M. Ko. SHM benchmark for high-rise structures: a reduced-order finite element model and field measurement data. Smart Structures and Systems, 2012, 10 (4-5): 411-426.

[19] W. Lin, S. H. Chen, J. X. Yu and A. Qi. Seismic behavior of long-span connected structures under multi-supported and multi-dimensional earthquake excitations. Advances in Structural Engineering, 2013, 16(9): 1579-1586.

[20] S. H. Chen, W. Lin. J. X. Yu and A. Qi. Free-Interface Modal Synthesis Based Substructural Damage Detection Method. Shock and Vibration Volume 2014, Article ID 741697, 13 pages.