7Ƭ-lanCurriculum Vitae

 

Name: QingxiongWu

Gender: Male

Date of Birth: 07/11/1973

Place of Birth: ChongqingProvince, China

Home Address: 7-604, Bomeishiban, Fuzhou City, Fujian Province, China

Business Address: College of Civil Engineering, Fuzhou University, No.2 Xueyuan Road, University Town, Fuzhou City, Fujian Province

Fix Phone: +86-59122865355

Work Phone: +86-59122865348

Mobile Phone: 13960941638

E-mail: wuqingx@fzu.edu.cn

 

Education

1. 09/1991 C07/1995Fuzhou University, College of Civil EngineeringBachelar

2. 09/1995 C03/1998Fuzhou University, College of Civil EngineeringMaster

3. 04/2000-03/2003, Nagasaki University, College of Engineering, Department of Bridge Engineering, PhD

 

Work Experience

 

1. 04/2003 C03/2005Nagasaki University, College of Engineering, Department of Bridge Engineering,Assistant Professor

2. 12/2005 C01/2008Fuzhou University, College of Civil EngineeringPost-doctor

3. 02/2009C08/2009 Hong Kong Polytechnic UniversityDepartment of Civil and Structure Engineering, Visiting Scholar

4. 12/2010 -, College of Civil Engineering, Fuzhou University, Research Fellow

 

 

Research Expertise

Nonlinear Vibrations of Stay Cable, Seismic performances on Concrete-filled Steel Tubular Structure, Integral Abutment Jointless Bridge,Composited Structure Bridge.

 

Award and Group Memberships

 

1. Second Award of Science and Technology of Fujian Province, 2008

2. First Award of Science and Technology Progress of Fujian Province, 2012

3. Second Award of Science and Technology ofChina Highway and Transportation Society, 2013

4. Second Award of Science and Technology Progress of Fujian Province, 2014

 

Publications

1.                   WU Qing-xiongYU Yin-genCHEN Bao-chun, Dynamic analysis for cable loss of a rigid-frame tied through concrete-filled steel tubular arch bridge, Journal of Vibration and Shock[J], 2014, 33(15):144-149(In Chinese, EI index)

2.                   WU Qing-xiong, HUANG Yu-fan, CHEN Bao-chun, Shaking tables testing study of lightweight bridge with cfst composite truss girder and lattice pier, Engineering Mechanics[J],2014, 31(09):89-97(In Chinese, EI index)

3.                   WU Qing-xiong, LUO Qiu-fang , WANG Wen-ping1 , CHEN Bao-chun, Influence Analysis of Vbration Loosening On Nonlinear,Engineering Mechanics[J],201431:182-188(In Chinese, EI index)

4.                   WU Qing-xiong, HUANG Wan-kun, CHEN Bao-chun, Vehicle-induced virbration research and dynamic analysis for concrete -filled steel tubular arch bridges, Engineering Mechanics[J], 2013, 30(1):147-155(In Chinese, EI index)

5.                   WU Qing-xiong, WANG Wen-ping, CHEN Bao-chun, Finite element analysis for nonlinear vibration of cable-beam structure, Engineering Mechanics[J]2013, 30(2):347-354(In Chinese, EI index)

6.                   WU Qing-xiong, HUANG Wan-kun, CHEN Bao-chunModal analysis of in-plane vibrations for half-through and through concrete-filled steel tubular arch bridgesEngineering Mechanics[J], 2012, 29(11): 221-227 (In Chinese, EI index)

7.                   WU Qing-xiong, CHEN Kang-ming, CHEN Bao-chun, NAKAMURA S Z, Loading test and finite element analysis on convex steel box section of arch ribJournal of Traffic and Transportation Engineering[J], 2012, 12(03): 19-27 (In Chinese, EI index)

8.                   Wu Qing-xiong, SU Qing-pao, CHEN Bao-chun , Nonliner seismic response analysis of concrete arch bridge with steel webs, Journal of harbin institute of technology [J], 2012, 44:350-353(In Chinese, EI index)

9.                   WU Qing-xiong, Li Liu, Chen Bao-chunTheoretical equations of in-plane natural vibration for cables considering bending stiffnessEngineering Mechanics[J], 2011, 27(11):9-15(In Chinese, EI index)

10.               Xia Y, Wu Q, Xu Y, Fujino Y, *Zhou XVerification of a Cable Element for Cable Parametric Vibration of One-Cable-Beam System Subject to Harmonic Excitation and Random ExcitationAdvances in Structural Engineering[J], 2011, 14(3):589-595 (SCIEI index)

11.               WU Qing-xiong, CHEN Bao-chunDeck roughness evaluation of concrete-filled steel tubular arch bridgeJournal of Traffic and Transportation Engineering[J], 2010, 10(04): 23-28 (In Chinese, EI index)

12.               Wu Q, Takahashi K, Chen BAnalysis of local vibrations in the stay cables of an existing cable-stayed bridge under wind gustsStructural Engineering and Mechanics[J], 2008, 30(05): 513-534 (SCI, EI index)

13.               Wu Q, Takahashi K, Chen BDynamic characteristics of cable vibrations in a steel cable-stayed bridge using nonlinear enhanced MECS approach Structural Engineering and Mechanics[J], 2008, 30(1):37-66(SCI, EI index)

14.               Wu Q, Kitahara Y, Takahashi K, Chen BDynamic characteristics of Megami Cable-stayed Bridge -A comparison of experimental and analytical results-The International Journal of Steel Structures[J], 2008, 9: 1-9 (SCI, EI index)

15.               Wu Q, Takahashi K, Chen BInfluence of cable loosening on nonlinear parametric vibrations of inclined cablesStructural Engineering and Mechanics[J], 2007, 25:219-237(SCI, EI index)

16.               WU Qing-xiong, CHEN Bao-chun, WEI Jian-gang A finite element method for analyzing material nonlinearity of concrete-filled steel tubular structuresEngineering Mechanics[J], 2008, 25(6):68-74 (In Chinese, EI index)

17.               WU Qing-xiong, CHEN Bao-chun, WEI Jian-gangA geometric nonlinear finite element analysis for 3d framed structures Engineering Mechanics[J], 2015, 24(12):19-24 (In Chinese, EI index)

18.               WU Qing-xiong, CHEN Bao-chun, Odified irvine equations for in-plane natural vibrations of inclined cables in tower and guyed mast structures, Engineering Mechanics[J], 2007, 24(4):18-23 (In Chinese, EI index)

19.               Wu Q, Takahashi K, Chen BUsing cable finite elements to analyze parametric vibrations of stay cables in cable-stayed bridgesStructural Engineering and Mechanics[J]2006, 23(06):691-711(SCI, EI index)

20.               Yoshimura M, Wu Q, Takahashi K, Nakamura S, Furukawa KVibration analysis of the Second Saikai Bridge-A concrete filled tubular (CFT) arch bridge-Journal of Sound and Vibration[J], 2006, 290:388-409(SCI, EI index)

21.               Wu Q, Yoshimura M, Takahashi K, Nakamura S, Nakamura TNonlinear seismic analysis of the Second Saikai Bridge-A concrete filled tubular (CFT) arch bridge-Engineering Structures[J], 2006, 28:163-182(SCI, EI index)

22.               Wu Q, Takahashi K, Nakamura SFormulae for frequencies and modes of in-plane vibrations of small-sag inclined cablesJournal of Sound and Vibration[J], 2005, 279:1155-1169(SCI, EI index)

23.               Wu Q, Takahashi K, Nakamura S Nonlinear response of cables subjected to periodic support excitation considering cable looseningJournal of Sound and Vibration[J], 2004, 271:453-463(SCI, EI index)

24.               Wu Q, Takahashi K, Okabayashi T, Nakamura SResponse characteristics of local vibrations in stay cables on an existing cable-stayed bridgeJournal of Sound and Vibration[J], 2003, 261:403-420(SCI, EI index)

25.               WU Qing-xiong,Wang Wen-ping, Study on Longitudinal dampers setting of a cable-stayed bridge with single-way longitudinal grade ,Proceedings of the twentieth National Conference on Bridge[J], WuHan, 2012.05.15-17, 1040-1046(In Chinese)

26.               WU Qing-xiong, Zhang Chao, Huang Jing-Wei, Research on replacement of large span cable stayed bridge with no interruption of traffic condition, Proceedings of the twentieth National Conference on Bridge[J], WuHan, 2012.05.15-17, 662-668(In Chinese)