姓名 : 吴庆雄
出生年月 : 1973.11
学历：博士.
单位 : 福州大学土木工程学院
地址 : 福州地区大学城学园路2号福州大学土木工程学院
邮编: 350108
E-Mail : wuqingx@fzu.edu.cn, wuqingx@arch-bridges.cn
Website : http://www.arch-bridges.cn/
研究领域
桥梁工程，结构振动，斜拉桥非线性振动，桥梁振动测试，桥梁监控，地震工程
教育背景
1991.09 ~ 1995.07本科, 福州大学公路与城市道路专业，获工学学士学位
1995.09 ~1998.09研究生, 福州大学结构工程专业，获工学硕士士学位
2000.04 ~2003.03研究生, 日本长崎大学工学部，获工学博士士学位
2005.12 ~2008.01 博士后，福州大学土木工程博士后流动站
工作经历
2003.04 – 2005.03日本长崎大学工学部社会开发工学科，助手
2005.04 －至今 福州大学土木工程学院副研究员
主要论文
International Journal
1. Q. Wu, K. Takahashi and S. Nakamura: Nonlinear Vibrations of Cables Considering Loosening, Journal of Sound and Vibration, Vol.261, No.3, pp.385-402, 2003.
2. Q. Wu, K. Takahashi, T. Okabayashi and S. Nakamura: Response Characteristics of Local Vibrations in Stay Cables on an Existing Cable-stayed Bridge, Journal of Sound and Vibration, Vol.261, No.3, pp.403-420, 2003.
3. K. Takahashi, Q. Wu and S. Nakamura: In-plane Anti-symmetric Response of Cables through Bifurcation under Symmetric Sinusoidally Time-varying Load, Journal of Sound and Vibration, Vol.268, pp.1-14, 2003.
4. Q. Wu, K. Takahashi and S. Nakamura: The Effect of Cable Loosening on Seismic Response of a Prestressed Concrete Cable-stayed Bridge, Journal of Sound and Vibration, Vol.268, pp.71-84, 2003.
5. Q. Wu, K. Takahashi and S. Nakamura: Nonlinear response of cables subjected to periodic support excitation considering cable loosening, Journal of Sound and Vibration, Vol.271, No.1-2, pp.453-463, 2004.
6. Q. Wu, K. Takahashi and S. Nakamura: Formulae for frequencies and modes of in-plane vibrations of small-sag inclined cables, Journal of Sound and Vibration, Vol.279, No.3-5, pp.1155-1169, 2005.
7. M. Yoshimura, Q. Wu, K. Takahashi, S. Nakamura, K. Furukawa: Vibration Analysis of the Second Saikai Bridge-A Concrete Filled Tubular (CFT) Arch Bridge-, Journal of Sound and Vibration, Vol.290, No.1-2, pp. 388-409, 2006.
8. Q. Wu, M. Yoshimura, K. Takahashi, S. Nakamura, T. Nakamura: Nonlinear Seismic Analysis of the Second Saikai Bridge-Concrete Filled Tubular (CFT) Arch Bridge-, Engineering Structures, Vol.28, No.2, pp. 163-182, 2006.
9. Q. Wu, K. Takahashi, B. Chen: Using Cable Finite Elements to Analyze Parametric Vibrations of Stay Cables in Cable-stayed Bridges, Structural Engineering and Mechanics, Vol.23, No.6, pp.691-711, 2006.
10. Q. Wu, K. Takahashi, B. Chen: Influence of Cable Loosening on Nonlinear Parametric Vibrations of Inclined Cables, Structural Engineering and Mechanics, Vol.25, No.3, pp.219-237, 2007.(SCI, EI 收录)
11. Q. Wu, K. Takahashi, B. Chen: Dynamic Characteristics of Cable Vibrations in a Steel Cable-stayed Bridge Using Nonlinear Enhanced MECS Approach, Structural Engineering and Mechanics, Vol.30, No.1, 2008.
12. Q. Wu, K. Takahashi, B. Chen. Analysis of Local Vibrations in the Stay Cables of an Existing Cable-stayed Bridge under Wind Gusts, Structural Engineering and Mechanics, Vol.30, No.5. pp.513-534, 2008.
13. Q. Wu, Y. Kitahara, K. Takahashi, B. Chen: Dynamic Characteristics of Megami Cable-stayed Bridge -A comparison of experimental and analytical results-, the International Journal of Steel Structures, Vol.9, pp.1-9, 2008.
China Journal
14. 吴庆雄，陈宝春：塔桅结构的斜索面内固有振动计算的修正Irvine方程，工程力学，2007, Vol.24, No.4, pp.18-23.
15. 吴庆雄，陈宝春，韦建刚：三维杆系结构的几何非线性有限元分析，工程力学2007, Vol.24, No.12, pp.19-24.
16. 吴庆雄，陈宝春，韦建刚：钢管混凝土结构材料非线性的一种有限元分析方法，工程力学2008，Vol.25, No.6, pp.68-74.
17. 吴庆雄，陈宝春，奚灵智：路面平整度PSD和IRI评价方法比较分析，交通运输工程学报，Vol..8, No.1, 2008:36-41
18. 吴庆雄，陈宝春，高桥和雄，奚灵智：新西海桥的振动特性及舒适性评价研究，公路交通科技，2008，Vol.25，No.5：61-67.
19. 吴庆雄，陈宝春，高桥和雄：新西海桥的非线性地震响应分析，地震工程与工程振动，2008第05期，55-64.