我们的研究团队成员分别来自于同济大学桥联系、建筑工程系以及防灾系。主要研究方向为桥梁与建筑工程的减隔震、人机交互的桥梁与建筑结构智能检测、监测与运维。目前研发的形状记忆合金拉索支座、阻尼板耗能限位支座、力学超构材料的结构已经实现了规模化的应用。团队与美国加州大学伯克利分校、香港理工大学、新西兰坎特伯雷大学等学者保持紧密的学术交流，欢迎大家报考硕士、博士研究生。也欢迎随时进展开展博士后的合作研究。

主要承担了国家自然科学基金、上海市浦江人才计划、各省科技厅与交通厅的科研课题以及各企业委托的横向科研课题。

1. 青海科技厅科技援青项目，高寒高烈度地震区现役桥梁结构的抗震韧性提升理论与实践研究 （2024-QY-202），2024-2026，联合主持。

2.   国家自然科学基金面上项目，具有分级防护的可恢复功能桥梁结构体系研究 (51978513)，2020.01.01-2023.12.31, 主持.

3. 国家自然科学基金面上项目，近断层强震脉冲作用下自复位钢框架的减震机制与 设计对策  (52078359), 2021.01-24.12.31，参与.

4.  国家自然科学基金面上项目，考虑减隔振装置非线性行为的无砟轨道桥梁噪声预测与控制 (51878501),  2019.01.01-2022.12.31，参与.

5.  国家自然科学基金面上项目，强台风荷载作用下输电塔线体系损伤和倒塌机理研究，(51678463), 2017.01.01-2020.12.31, 参与.

6.  上海市科学技术委员会，现役桥梁结构再生的减、隔震加固理论与试验研究, (16PJ1409600), 2016.07.01-2018.6.30，主持.

1. 研发的超韧性水泥基复合材料用于上海地铁18号线的浮置板湿接缝工程试验段。（世界上首次在地铁中采用湿接缝的长型浮置板）

2. 研发的智能预应力锚头成功应用于江苏常熟524国道快速路高架桥中。 （世界上首次采用智能预应力锚头用于桥梁的健康监测）

3. 研发的形状记忆合金（SMA）拉索支座成功应用于云南8度地震区的大田坝2号桥以及青海G347国道的20多座桥梁中。（世界上首次在实际桥梁工程中采用SMA拉索减隔震支座）

4. 提出了一种既能防反射裂缝又能承受重载车辆的新型路面结构型式，将10厘米厚的超高性能混凝土面层应用于G356福建永安段。（世界上首次采用了10cm厚薄层承重面层+4cm厚防反射裂缝沥青混凝土垫层的路面结构型式）

中文期刊：（*为通讯作者）

1. 郑越，王宇霄，郭军军，李方元*. 采用超高性能混凝土和限位装置的斜拉桥易损性分析 [J], 同济大学学报（自然科学版）, 2023, 51(12): 1846-1858.

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)