Prof. Ying Qin

School of Civil Engineering

Southeast University, China

E-mail: [email protected]

Qualifications

2009 Ph.D., Tianjin University

2005 B.S., Tianjin University

Publications (Selected)

1. Qin, Y., Hao, W., Yin, R., Ren, W., & Jiang, K. (2025). Behavior of truss connectors in composite walls subjected to cyclic loading. Engineering Structures, 331, 120015.
2. Qin, Y., Yin, R., Zhou, G., Zhou, X., & Ramli, A. I. (2025). Experimental study on shear resistance of truss connector in double skin steel-concrete composite shear wall under monotonic loading. Engineering Structures, 325, 119484.
3. Luo, K. R., Shu, G. P., Qin, Y., Yu, L., Li, B. H., & Liu, W. R. (2025). Flexural behavior of circular concrete-filled steel tube members reinforced with annular stiffener. Journal of Constructional Steel Research, 224, 109094.
4. Qin, Y., Guo, Z. W., Ke, L., & Zhao, K. X. (2024). Finite element analysis and hysteretic model of self-centering steel connection with dual energy dissipation mechanism. Engineering Structures, 300, 117238.
5. Yan, X., Shu, G., Zhang, R., Alam, M. S., & Qin, Y. (2024). Hysteretic and seismic performance of disc spring-based self-centering viscous dampers for improved seismic resilience. Engineering Structures, 300, 117161.
6. Han, J., Shu, G., Qin, Y., Zhou, G., & Zhou, X. (2024). Sectional strength design of a double-skin truss-reinforced composite shear wall. Thin-Walled Structures, 195, 111377.
7. Yan, X., Alam, M. S., Shu, G., & Qin, Y. (2023). A novel self-centering viscous damper for improving seismic resilience: Its development, experimentation, and system response. Engineering Structures, 279, 115632.
8. Qin, Y., Zhao, K. X., Shu, G. P., & Ke, L. (2023, March). Experimental study on frictional behavior of different structural materials. In Structures (Vol. 49, pp. 557-569). Elsevier.
9. Han, J., Shu, G., Qin, Y., Zhou, G., & Zhou, X. (2021). Experimental seismic behavior of T-shaped double skin composite wall with steel truss. Journal of Constructional Steel Research, 184, 106776.
10. Han, J., Shu, G., Qin, Y., Zhou, G., & Zhou, X. (2021). Experimental seismic behavior of double skin composite wall with steel truss. Journal of Constructional Steel Research, 180, 106569.
11. Qin, Y., Shu, G. P., Zhou, X. L., Han, J. H., & Zhang, H. K. (2020). Behavior of T-shaped sandwich composite walls with truss connectors under eccentric compression. Journal of Constructional Steel Research, 169, 106067.
12. Zhao, Z., Wu, J., Qin, Y., & Liang, B. (2020). The strong coupled form-finding and optimization algorithm for optimization of reticulated structures. Advances in Engineering Software, 140, 102765.
13. Qin, Y., Chen, X., Xi, W., Zhu, X., & Chen, Y. (2020). Behavior of L-shaped double-skin composite walls under compression and biaxial bending. Steel and Composite Structures, An International Journal, 37(4), 405-418.
14. Qin, Y., Luo, K. R., & Yan, X. (2020). Buckling analysis of steel plates in composite structures with novel shape function. Steel and Composite Structures, An International Journal, 35(3), 405-413.
15. Qin, Y., Shu, G. P., Zhang, H. K., & Zhou, G. G. (2019). Experimental cyclic behavior of connection to double-skin composite wall with truss connector. Journal of Constructional Steel Research, 162, 105759.
16. Qin, Y., Shu, G. P., Zhou, G. G., & Han, J. H. (2019). Compressive behavior of double skin composite wall with different plate thicknesses. Journal of Constructional Steel Research, 157, 297-313.
17. Qin, Y., Shu, G. P., Zhou, X. L., Han, J. H., & He, Y. F. (2019). Height-thickness ratio on axial behavior of composite wall with truss connector. Steel and Composite Structures, An International Journal, 30(4), 315-325.

Profile Details

WoS ResearcherID: AAL-2263-2021

https://civil.seu.edu.cn/qinyin/list.htm

https://scholar.google.com/citations?user=IbgsQuIAAAAJ&hl=en

https://www.researchgate.net/scientific-contributions/Ying-Qin-2041118983