Doctor of Production Systems Engineering, Nagasaki University, Japan (2014.04-2017.03)
Bachelor of Civil Engineering, Fuzhou University, China (2007.09-2011.06)
Master of Architecture and Civil Engineering, Fuzhou University, China (2011.09-2014.03)
Senior Experimentalist, College of Civil Engineering, Fuzhou University, China (2021.12-present)
Experimentalist, College of Civil Engineering, Fuzhou University, China (2017.06-2021.11)
Advanced Bridge Structure Experiment and Application, Fuzhou University, China
Advanced Experimental Mechanics, Fuzhou University, China
Engineering Experimental Technology and On-site Management, Fuzhou University, China
Excellent Innovation and Entrepreneurship Mentor, 8th Fuzhou University “Internet +” College Student Innovation and Entrepreneurship Competition (2023)
Merit Award, 1st National Postdoctoral Innovation and Entrepreneurship Competition (2021)
National Scholarship for Publicly-funded International Students (2014)
National Scholarship for Postgraduates (2013)
Steel-concrete composite structures
Bridge fatigue
Bridge strengthening technology
Principal Investigator: “Basic Research on the Application of Partial Splicing Method in Widening Long-span Continuous Concrete Bridges”. Youth Science Fund Project of the National Natural Science Foundation of China (51808126).
Principal Investigator: “Mechanical Mechanism and Design Method Research of Long-span Continuous Concrete Bridges Widened by Partial Splicing Method”. General Program of the Fujian Provincial Natural Science Foundation (2019J01236).
Co-Investigator: “Fatigue Performance Research of Steel Web (Plate)-CFST Composite Bridges”. Key Special Project of International Scientific and Technological Innovation Cooperation Among Governments under the National Key R&D Program (2017YFE0130300).
[1] Q. Wang, T. Okumatsu, S. Nakamura, T. Nishikawa, Q. Wu, K. Chen. Fatigue Failure Analysis of Cracks near the Sole Plate of a Half-Through Steel-Arch Bridge[J]. Journal of Bridge Engineering, 2019, 24(5): 1-11.
[2] Q. Wang, S. Nakamura, T. Okumatsu, T. Nishikawa. Comprehensive Investigation on the Cause of a Critical Crack Found in a Diagonal Member of a Steel Truss Bridge[J]. Engineering Structures, 2016, 132: 659-670.
[3] Wang Q., Wu Q.X., Chen K.M., Chen B.C. Calculation Method for Lateral Load Distribution of Widened Hollow Slab Bridges[J]. China Journal of Highway and Transport, 2019, 32(07): 57-65.
[4] Wang Q., Wu Q.X., Chen B.C. Experimental Study on Joint Failure Modes of Prefabricated Hollow Slab Bridges[J]. Engineering Mechanics, 2014, 31(S1): 115-120.
[5] Wang Q., Wu Q.X., Huang W.K. Non-contact Real-time Measurement Method for Dynamic Strain of Stay Cables[J]. Journal of Fuzhou University (Natural Science Edition), 2019, 47(03): 385-390+397.
