中文期刊：（*为通讯作者）

1. 王晓冬, 范金国, 王宇霄, 郑 越*, 姜宇飞. 安装形状记忆合金减震系统的斜拉桥地震响应分析, 地震工程与工程振动. 2024.

2.  张哲熹,梁栋,方成,郑越.采用SMA拉索的摇摆自复位桥墩试验研究与动力分析, 世界地震工程, 2020, 36(04):138-146.

3.  古泉, 张宁, 郑越*,高延性纤维增强水泥基复合材料(ECC)连续梁模型在地震荷载下的响应及其敏感性分析，工程力学. 2019, 36(6),157-163,182.

4.  郑越*, 徐利平. 泰州长江公路大桥钢结构桥塔的极限承载力研究, 公路交通科技, 5 (2): 51-53, 2009.

5.  郑越*, 陈兴冲. 考虑基础提离与塑性的桥墩地震反应，地震工程与工程振动. 29 (4): 125-131, 2009.

6.  郑越*, 陈兴冲, 戴利民, 杨士金. 柱式钢筋混凝土桥墩的弹塑性抗震简化计算, 公路交通科技. 23(4): 76-79, 2006.

7.  陈兴冲*, 郑越. 弹塑性Winkler地基上双柱式桥墩的地震反应, 工程力学. 22 (3): 112-117, 2005.

8.  常虹*, 郑越. 竖向承载地下连续墙的沉降计算, 中国公路学报. 16 (3): 73-76, 2003.

英文期刊：（*为通讯作者）

1. S Yu, Y Zheng*, C Fang**, Z Wang. Multi-stage damping plate-restrained bearings: Concepts, experimental validation, and numerical analysis. Engineering Structures, 2024, 300, 117215.

2. C Fang, C Cao, Y Zheng*, H Wu, W Wang and D Liang. Self-Centering energy-dissipative restrainers incorporating SMA ring springs. Journal of Structural Engineering, 2023, 149 (5), 11594.

3. J Guo, K Gao, X Dang, Y Zheng*, H Liang*. Seismic fragility assessment for highway bridges incorporating multi-level shape memory alloy cable dampers. Engineering Structures, 2023, 287, 116172.

4. C Fang, B Ping, Y Zheng*, W Ping, H Liang*. Seismic fragility and loss estimation of self-centering steel braced frames under mainshock-aftershock sequences. Journal of Building Engineering, 2023, 73, 106433.

5. C Fang, X Liu*, W Wang, Y Zheng. Full-scale shaking table test and numerical analysis of structural frames with SMA cable-restrained base isolation. Earthquake Engineering and Structural Dynamics, 42: 1-24, 2023. https://doi.org/10.1002/eqe.3953.

6. C Fang, C Cao, Y Xiao*, Y Zheng. Effect of corrosion on self-centering energy dissipative devices. Engineering Structures, 2023, 293, 116664.

7. X Yang, Y Gao, C Fang*, Y Zheng, W Wang. Deep learning-based bolt loosening detection for wind turbine towers. Struct Control Health Monit. 2022, e2943. doi:10.1002/stc.2943

8. X Li, C Zhang, Y Zheng*, Ning Zhang. A novel constrained UKF method for both updating structural parameters and identifying excitations for nonlinear structures. Soil Dynamics and Earthquake Engineering, 2022, 158, 107291.

9. Y Zheng, Y Gao*, S Lu and KM Mosalam. Multistage semisupervised active learning framework for crack identification, segmentation, and measurement of bridges. Computer-Aided Civil and Infrastructure Engineering, 2022, 1–20. https://doi.org/10.1111/mice.12851.

10. Y Zheng, H Wu*, X You*, H Xie. Model updating-based dynamic collapse analysis of a RC cable-stayed bridge under earthquakes. Structures, 2022, 43: 1100-1113.

11. C Fang, Y Ping, Y Gao*, Y Zheng, Y Chen. Machine learning-aided multi-objective optimization of structures with hybrid braces - Framework and case study. Engineering Structures, 2022, 269, 114808.

12. J Qian, Y Zheng, Y Dong*, H Wu, H Guo, J Zhang. Sustainability and resilience of steel-shape memory alloy reinforced concrete bridge under compound earthquakes and functional deterioration within entire life-cycle. Engineering Structures, 2022, 271, 114937.

13. N Zhang, Y Zheng, H Wu, X You*, J Chen*. A finite element-peridynamic combined multiscale analysis strategy based on implicit integration scheme. Structures, 2022, 45: 799-813.

14. Y Zheng, C Fang*, D Liang, R Sun. An innovative seismic-resilient bridge with shape memory alloy (SMA)-washer-based footing rocking RC piers. Journal of Intelligent Material Systems and Structures, 2021, 32 (5): 549-567.

15. C Fang, F Wang*, C Wang, Y Zheng*. Cyclic behavior of oval hollow section (OHS) beam-columns. Thin-Walled Structures, 2021, 161, 107430.

16. N Zhang, Q Gu, Y Dong, J Qian, Y Zheng*. Seismic performance of bridges with ECC-reinforced piers. Soil Dynamics and Earthquake Engineering, 2021, 146, 106753.

17. Y Ping, C Fang, Y Zheng*. Probabilistic economic seismic loss estimation of steel braced frames incorporating emerging self-centering technologies. Engineering Structures, 2021, 241, 112486.

18. C Fang, D Liang, Y Zheng*, S Lu. Seismic performance of bridges with novel SMA cable-restrained high damping rubber bearings against near-fault ground motions. Earthquake Engineering and Structural Dynamics, 2021, 1-22. https://doi.org/10.1002/eqe.3555.

19. Y Guo, C Fang*, Y Zheng. Post-fire hysteretic and low-cycle fatigue behaviors of Q345 carbon steel. Journal of Constructional Steel Research, 2021, 187, 106991.

20. C Fang, D Liang, Y Zheng*, MCH. Yam, R Sun. Rocking bridge piers equipped with shape memory alloy (SMA) washer springs. Engineering Structures, 2020, 110651, https://doi.org/10.1016/j.engstruct.2020.110651.

21. D Liang, Y Zheng, C Fang*, MCH Yam, C Zhang. Shape memory alloy (SMA)-cable-controlled sliding bearings: development, testing, and system behavior. Smart Materials and Structures, 2020, 085006, https://doi.org/10.1088/1361-665X/ab8f68.

22. Y Zheng and Y Dong*. Performance‑based assessment of bridges with steel‑SMA reinforced piers in a life‑cycle context by numerical approach. Bulletin of Earthquake Engineering, 2019, 17 (3): 1667-1888.

23. C Fang, Y Zheng^*, J Chen, MCH Yam, W Wang. Superelastic NiTi SMA cables: thermal-mechanical behavior, hysteretic modelling and seismic application. Engineering Structures, 2019, 183: 533-549.

24. Y Zheng, YL Xu^*, S Zhan. Seismic responses and collapse of a RC pedestrian cable-stayed bridge: shake table tests. International Journal of Structural Stability and Dynamics, 2019, 19 (7): 1950067.

25. Y Zheng, Y Dong, B Chen*, GA Anwar. Seismic damage mitigation of bridges with self-adaptive SMA-cable-based bearings. Smart Structures and Systems, 2019, 24 (1): 127-139.

26. Y Zheng, YL Xu^*, Q Gu. Nonlinear model updating of a reinforced concrete pedestrian cable‐stayed bridge. Struct Control Health Monit. 2019, e2487. https://doi.org/10.1002/stc.2487.

27. B Chen*, D Yang, Y Zheng, K Feng and Y Ouyang. Response control of a high-rise television tower under seismic excitations by friction dampers. International Journal of Structural Stability and Dynamics, 2018, 18(11): 1850140.

28. Y Zheng, Y Dong* and Y Li. Resilience and life-cycle performance of smart bridges with shape memory alloy (SMA)-cable-based bearings. Construction and Building Materials, 2018, 158:389-400.

29. YL Xu*, Y Zheng and Q Gu. Refined dynamic progressive collapse analysis of RC structures. Bulletin of Earthquake Engineering, 2018, 16(3): 1293-1322.

30. Y Zheng, B Chen* and W Chen. Elasto-plastic seismic response of RC continuous bridges with foundation-pier dynamic interaction. Advances in Structural Engineering, 2015, 18(6): 817-836.

31. Y Zheng*, X Xiao, L Zhi and G Wang. Evaluation on impact interaction between abutment and steel girder subjected to non-uniform seismic excitation. Shock and Vibration, 2015, http://dx.doi.org/10.1155/2015/981804.

32. Y Zheng, Bo Chen* and W Chen. Evaluation on non-uniform seismic responses of a long span cable-stayed bridge based on SHM oriented model. Stahlbau, 2015, 84(4): 252-266, 2015.

33. L. Hu*, Y.L. Xu, and Y. Zheng, Conditional simulation of spatially variable seismic ground motions based on evolutionary spectra. Earthquake Engineering and Structural Dynamics, 41(15): 2125-2139, 2012.

 34. Q Li, YL Xu, Y Zheng, A Guo, K Wong and Y Xia. SHM-based F-AHP bridge rating system with application to Tsing Ma Bridge.   Frontiers of Architecture and Civil Engineering in China, 5(4): 465-478, 2011.

英文会议：

1. D. Liang, Y Zheng, C Fang. A novel SMA-cable-based pure friction sliding bearing for seismic resilient improvement of highway bridges, 17th World Conference on Earthquake Engineering, 13-18, Oct., 2020, Sendai, Japan.

2.  Y. Zheng You Dong. Comparative seismic performance of conventional and resilient bridges with SMA-Cable-Based frictional sliding bearings, The 2017 World Congress on Advances in Structural Engineering and Mechanics, 28 Aug. - 1 Sep., 2017, Seoul, Korea.

3.   Y.L. Xu, Y. Zheng, Q. Li, K.Y. Wong, Y. Xia, and A.X. Guo, SHM-Based Bridge Rating System for Long-Span Cable-Supported Bridge, 14th Asia Pacific Vibration Conference, 5-8 December 2011, Hong Kong, China.

4.  Y. Zheng, Y.L. Xu, and L. Hu, Seismic Response of Analysis of Long-Span Cable-Stayed Bridge Subjected to Multi-Support Excitation, 5th International Symposium on Environmental Vibration, 20-21, October, 2011, Chengdu, China. (Invited Report)