Research Areas

1. Aseismic and Structural System Optimization of Bridges;

2. Bridge Reinforcement and Reconstruction Technology;

3. Key Technologies for Construction of Large Bridges.

Honors

1. Science and Technology Progress Award of Ministry Of Education, The Second Prize, 2018;

2. Science and Technology Progress Award Of China Association of Construction Enterprise Management，The First Prize，2019;

3. Science and Technology Progress Award of BeiJing, The Second Prize, 2019;

4. Science and Technology Award of Shanxi Province, The Third Prize, 2014.

Publications

1. Zhang W X, Zhao H Q. Test Error Sensitivity for Methods of Testing Prestressed Friction Loss[J]. Journal of bridge engineering, 2018. (SCI)

2. Zhang W X, Chen Y, Kou W Q, et al. Simplified calculation method for the fundamental period of floating cable-stayed bridge[J]. Archive of Applied Mechanics, 2018, 88(3):329-339. (SCI)

3. Zhang W X, Chen Y, Li Y K, et al. Study of formwork pressure of wall under ultra-deep vibration[J]. Magazine of Concrete Research, 2018, 71(7):1-41. (SCI)

4. Zhang W X, Fang R, Chen S T, et al. Experimental Study of the Aseismic Effect of a Locking Ball for a Continuous Bridge[J]. Journal of Bridge Engineering, 2017, 22(10):04017071.1-04017071.14. (SCI)

5. Zhang W X, Fang R, Chen S T, et al. Experimental Study of the Aseismic Effect of a Locking Ball for a Continuous Bridge[J]. Journal of Bridge Engineering, 2017, 22(10):04017071.1-04017071.14. (SCI)

6. Zhang W X, Huang J, et al. An experimental study on the lateral pressure of fresh concrete in formwork[J]. Construction & Building Materials, 2016. (SCI)

7. Zhang W X, Chen Y. Tests on GFRP Pultruded Profiles with Channel Section Subjected to Web Crippling[J]. Applied Composite Materials, 2016. (SCI)

8. Zhang W X, Huang J, Li Y K, et al. Study of formwork pressure of column under ultra-deep vibration[J]. Magazine of Concrete Research, 2016, 68(21-22):1155-1165. (SCI)

9. Zhang W X, Lu Y. Analysis and Inspiration on Typical Damage Characteristic of Bridges[J]. Applied Mechanics & Materials, 2011, 147:315-319. (SCI)

10. Zhang W X, Zhao H Q, Zhao X, et al. Study on Self-Centering Shock Isolation Mechanism and Parameters Study on Self-Centering Shock Isolation Mechanism and Parameters[J]. Journal of the China Railway Society, 2018,40(09):145-153. (EI)

11. Zhang W X, Chen S T, Du X L, et al. Seismic control of irregular continuous bridge with locking dowel[J]. Journal of Central South University(Science and Technology), 2017,48(12):3384-3391. (EI)

12. Zhang W X, Huang J, Chen Y, et al. A SIMPLIFIED FORMULA FOR THE CALCULATION OF THE TRANSVERSE[J]. Engineering Mechanics, 2017,34(08):69-75+95. (EI)

13. Zhang W X, Kou W Q, Chen Y, et al. Simplified Calculation of First-order Longitudinal Natural Vibration Period of Cable-stayed Bridges Based on Energy Method[J]. China Journal of Highway and Transport, 2017,30(07):50-57. (EI)

14. Zhang W X, Kou W Q, Chen Y, et al. Study on Simplified Calculation of First-order Longitudinal Vibration Period for Fixed Hinge Cable-stayed Bridges[J]. Journal of Hunan University(Natural Sciences), 2017,44(03):28-34. (EI)

15. Chen S T, Zhang W X, Du X L, et al. Installation method study of locking dowel for long span and long unit continuous beams bridges[J]. Journal of Huazhong University of Science and Technology(Natural Science Edition), 2016,44(12):50-55. (EI)

16. Zhang W X, Chen S T, Du X L, et al. Influencing Factors on Damping Effect of Locking Dowel Using Orthogonal Experiment Design[J]. Journal of Hunan University(Natural Sciences), 2016,43(09):36-42. (EI)

17. Zhang W X, Kou W Q, Chen Y, et al. Calculation of First-Order Longitudinal Natural Vibration Periods of Cable-Stayed Bridges Based on Double-Mass-Point Models[J]. Bridge Construction, 2016,46(03):98-102. (EI)

18. Wei Z Y, Zhang W X, Huang J, et al. Calculation of First-Order Longitudinal Natural Vibration Periods of Cable-Stayed Bridges Based on Double-Mass-Point Models[J]. Journal of the China Railway Society, 2016,38(05):95-102. (EI)

19. Zhang W X, Chen S T, Du X L, et al. Damping Effect and Parametric Analysis of Continuous Bridges with Locking Dowel[J]. Advanced Engineering Sciences, 2016,48(02):34-40. (EI)

Personal statement

Zhang Wenxue is a professor, senior engineer and doctoral supervisor. He has presided two general projects of NSFC and two general projects of Beijing natural science foundation. He undertook many large bridge technical consulting projects, such as the world's largest tonnage, the largest span rotation construction cable-stayed bridge technical consulting project and the technical consultation on construction of new Shougang Bridge in Beijing. He has published more than forty SCI/EI papers on international major journals and obtained more than thirty invention patents.