郑越
发布时间:2020-07-17        浏览次数:3419

职称:副教授

电子邮件:yzheng@tongji.edu.cn

办公室:桥梁馆517室

研究领域:

桥梁在地震作用下的倒塌机理与加固技术;新型智能桥梁结构体系的可恢复功能抗震;基于无线健康监测技术的桥梁抗震性能评估;全寿命期内多灾害作用下功能褪化桥梁结构的风险评估与管理决策。

所属研究室:

 




教育经历

  • 2010.06~2015.05 香港理工大学 | 土木工程 | 博士

  • 2000.09~2003.06 兰州交通大学 | 土木工程 | 硕士

  • 1993.09~1997.07 长安大学 | 桥梁工程 | 本科

工作经历

  • 2018.04~2019.04 加州大学伯克利分校 | 访问学者

  • 2015.08~至今 同济大学 | 土木工程学院桥梁工程系 | 助理研究员、副教授

  • 2016.12~2017.02 香港理工大学 | 博士后研究员

  • 2016.07~2016.10 香港理工大学 | 高级副研究员

  • 2009.01~2010.05 香港理工大学 | 助理研究员

  • 2003.08~2009.01 同济大学建筑设计研究院 | 桥梁工程师

  • 1997.08~2000.07 山东交通学院 | 助教


授课信息

  1. 钢结构基本原理试验。

  2. 结构全寿命维护


学生信息

  在读硕士生:

  1. 2022级:李睿之

  2. 2021级:王宇宵,学位论文:考虑墩柱能力与需求耦合的桥梁结构易损性评估

  3. 2020级:王致皓,学位论文:移动簧质量荷载作用于预应力弹性梁的动力分析

  已毕业硕士生:

  1. 2017级:孙瑞钦,学位论文:SMA摇摆式桥墩的抗震性能研究。 工作单位:德勤企业咨询(上海)有限公司

  2. 2018级:卢士元,  学位论文:基于半监督学习的混凝土裂缝识别方法研究。工作单位:华夏幸福地产公司南方总部

  3. 2020级:姜宇飞,学位论文:曲线斜拉桥的地震响应、易损性分析及减震措施研究。工作单位: 吉林省交通厅


研究方向

  1. 桥梁在地震作用下的倒塌机理与加固技术

  2. 新型智能桥梁结构体系的可恢复功能抗震

  3. 基于无线健康监测技术的桥梁抗震性能评估

  4. 全寿命期内多灾害作用下功能退化桥梁结构的智能检测、风险评估与管理决策

  5. 人机(器人)协同的智能桥梁监测、检测与评估系统 (智能建造方向)


研究项目

  1. 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.

  2. 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), 2021.01-2024.12.31,参与.

  3. 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.

  4. 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.

  5. 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.


出版论著

中文期刊(*为通讯作者)

  1. 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.

  2. 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.

  3. 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.

  4. 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.

  5. 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.

  6. 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.

  7. 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. 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.(SCI,JCR 1区)

  2. C Fang, B Ping, Y Zheng*, Y 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. (SCI,JCR 1区)

  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. EngineeringStructures, 2023, 287, 116172. (SCI,JCR 1区)

  4. 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.  (SCI, JCR 1 区)

  5. 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(SCI, JCR 2 区)

  6. 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. (SCI, JCR 1 区)

  7. 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.  (优秀论文,SCI, JCR 1 区)

  8. 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.  (SCI, JCR 2 区)

  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. (封面文章 SCI,JCR 1区)

  10. X Li, C Zhang, Y Zheng*, N 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.  (SCI, JCR 2 区)

  11. 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  (SCI, JCR 1 区)

  12. 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.  (SCI, JCR 1 区)

  13. 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. ( 2021~2022年度期刊高被引论文, 年度下载量前10名, SCI, JCR 1 区 )

  14. 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. (SCI,JCR 1区)

  15. 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. (SCI,JCR 2区)

  16. C Fang, F Wang*, C Wang, Y Zheng*. Cyclic behavior of oval hollow section (OHS) beam-columns, Thin-Walled Structures, 2021, 161, 107430. (SCI,JCR 1区)

  17. 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. (SCI,JCR 1区)

  18. 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. (SCI,JCR 1区)

  19. 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, 2020, 1-66. (SCI,JCR 2区)

  20. Y Zheng and Y Dong*. Performancebased assessment of bridges with steelSMA reinforced piers in a lifecycle context by numerical approach, Bulletin of Earthquake Engineering, 17 (3): 1667-1888, 2019. (SCI, JCR 2 区)

  21. C Fang, Y Zheng*, J Chen, MCH Yam, W Wang. Superelastic NiTi SMA cables: thermal-mechanical behavior, hysteretic modelling and seismic application, Engineering Structures, 183: 533-549, 2019. (SCI,JCR 1区)

  22. Y Zheng, Y Xu*, S Zhan. Seismic responses and collapse of a RC pedestrian cable-stayed bridge: shake table tests, InternationalJournal of Structural Stability and Dynamics, 19 (7): 1950067, 2019. (SCI,JCR 2区)

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

  24. Y Zheng, Y Xu*, Q Gu. Nonlinear model updating of a reinforced concrete pedestrian cable‐stayed bridge. Structure Control and Health Monitoring, e2487, 2019. https://doi.org/10.1002/stc.2487. (SCI,JCR 1 区)

  25. 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, 18(11): 1850140, 2018. (SCI,JCR 2区)

  26. 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, 158:389-400, 2018. (SCI,JCR 1区)

  27. Y Xu*, Y Zheng and Q Gu. Refined dynamic progressive collapse analysis of RC structures, Bulletin of Earthquake Engineering, 16(3): 1293-1322, 2018. (SCI,JCR 2区)

  28. Y Zheng, B Chen* and W Chen. Elasto-plastic seismic response of RC continuous bridges with foundation-pier dynamic interaction, Advances in Structural Engineering, 18(6): 817-836, 2015. (SCI,JCR 3 区)

  29. 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, http://dx.doi.org/10.1155/2015/981804, 2015. (SCI,JCR 3区)

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

  31. L Hu*, Y 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. (SCI,JCR 1区)

  32. Q Li, Y 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. (EI)

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)


授权专利

  1. 王晓东, 王新明, 郑越, 张军, 张铭光. 一种智慧型多功能钢绞线锚具. 专利号:ZL 201821646904.1.

  2. 王晓东, 王新明, 郑越, 张军, 张铭光. 一种装配式多功能超高性能混凝土智能桥梁支座垫块. 专利号:ZL 201821646899.4.

  3. 郑越等. 一种多功能智能SMA拉索减、隔震支座. 专利号:ZL 201620051770.3.

  4. 郑越等. 一种多功能智能SMA拉索钢丝网橡胶减、隔震支座. 专利号:ZL 201620049478.

  5. 方成,曹晨,梁栋,郑越。 交错内嵌式自复位耗能缓冲限位装置、隔震支座、斜拉索外置式阻尼器和桥梁限位装置. 专利号:ZL202122466504.0

  6. 郑越 等。 一种基于阻尼板的耗能缓冲限位减隔震支座.专利号:ZL202222713943.1


其他成果

  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)


学术荣誉

  1. 2016年,上海市浦江人才计划(A).

  2. 2017年,国家留学基金委青年骨干教师公派访学计划资助.


科研奖励

暂无内容


教学奖励

暂无内容


其他奖励

  • 2019年第三届全国大学生“茅以升公益桥”--小桥工程设计大赛二等奖指导教师。

  • 2020年同济大学优秀学科竞赛指导教师。

招生信息

       本课题组与世界一流高校始终保持紧密的科研合作与交流。每年招收1~2名博士生,2~3名硕士生,提供多种形式的海外交流机会,欢迎具有相关学科背景的同学报考,请将个人简历发我Email: yzheng@tongji.edu.cn。


招聘信息

       欢迎相关专业的博士后进站合作研究,请将个人简历发我Email:yzheng@tongji.edu.cn。

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