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同济大学土木工程学院桥梁工程系导师教师师资介绍简介-郑越

本站小编 Free考研考试/2021-01-10


姓名:郑越
职称:助理研究员
电子邮件:yzheng@tongji.edu.cn
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:
主要学历:
2010.06--2015.05 The Hong Kong Polytechnic University结构工程 博士生 导师:徐幼麟 讲座教授
2000.09--2003.06 兰州交通大学 桥梁工程 硕士生
1993.09--1997.07 长安大学 桥梁工程 本科生
任职经历(包括国内外)
2018.03--2019.04 加州大学伯克利分校 PEER 访问**** 合作导师: Prof. KM Mosalam
2015.08-- 同济大学 助理研究员
2016.12--2017.02 The Hong Kong Polytechnic University 博士后研究员
2016.07--2016.10 The Hong Kong Polytechnic University 高级副研究员
2009.01--2010.05 The Hong Kong Polytechnic University 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--2000.06 山东交通学院 助教
主讲课程:
研究项目:
1.具有分级防护的可恢复功能桥梁结构体系研究 (**),2020.01.01-2023.12.31,主持,国家自然科学基金面上项目。
2. 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(**),2019.01.01-2022.12.31,参与,国家自然科学基金面上项目。
3. 强台风荷载作用下输电塔线体系损伤和倒塌机理研究,(**), 2017.01.01-2020.12.31,参与,国家自然科学基金面上项目。
4. 现役桥梁结构再生的减、隔震加固理论与试验研究,(16PJ**), 2016.07.01-2018.6.30,主持,上海市科学技术委员会。
5. Development of Structural Health Prognosis Tools for Evaluation of Stonecutters Bridge under In-Service Conditions. (2009-2016, Hong Kong Highways Department, Hong Kong),主要参与人。
6. Niche Area Program in Performance-Based Health Monitoring of Large Civil Engineering Structures (2007-2012, The Hong Kong Polytechnic University, Hong Kong),主要参与人。
7. Establishment of Bridge Rating System for Tsing Ma Bridge, 2005-2009, Hong Kong Highways Department, Hong Kong, (Hong Kong Highways Department, Hong Kong),主要参与人。
8. Use of Structural Health Monitoring for The Seismic Collapse Assessment of Reinforced Concrete Bridge Structures (2017-2019, Hong Kong Research Grants Council, Hong Kong), 主要参与人。
学术兼职:
上海土木工程学会会员
荣誉奖励:
上海市浦江人才计划(A),2016。
国家留学基金委青年骨干教师公派访学计划资助,2017。
发表论文:
Journal Papers in English
1.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.(JCR 1区)
2.Y Zheng, YDong, BChen* and GA Anwar.Seismic damage mitigation of bridges withself-adaptive SMA-cable-based bearings,Smart StructuresandSystems, 2019,24 (1): 127-139. (JCR 1区)
3.Y Zheng, YL Xu*, and S Zhan. Seismic responses andcollapseofa RCpedestrian cable-stayed bridge:shake table tests,International Journal of Structural StabilityandDynamics, 2019,19 (7): **. (JCR 2区)
4.Y Zhengand YDong*. Performance?based assessment of bridges with steel?SMA reinforced piers in a life?cycle context bynumericalapproach,Bulletin of Earthquake Engineering, 2019, 17 (3): 1667-1888. (JCR 2区).
5. Cheng Fang,Yue Zheng*, Junbai Chen, Michael C H Yam, Wei Wang. Superelastic NiTi SMA cables: thermal-mechanical behavior, hystereticmodellingandseismic application,Engineering Structures, 2019, 183: 533-549. (JCR 1区)
6. Bo Chen*, Deng Yang, Yue Zheng, Ke Feng and Yiqin 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): **. (JCR 2区)
7. 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. (JCR 1区)
8. YL Xu*, Y Zheng and Q Gu. Refined dynamic progressive collapse analysis of RC structures, Bulletin of Earthquake Engineering, 2018, 16(3): 1293-1322. (JCR 2区)
9. Yue Zheng, Bo Chen* and Weizhen Chen. Elasto-plastic seismic response of RC continuous bridges with foundation-pier dynamic interaction, Advances in Structural Engineering, 2015, 18(6): 817-836. (JCR 3区)
10. Yue Zheng*, Xiang Xiao, Lun-hai Zhi and Guo-bo 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. (JCR 3区)
11. Yue Zheng, Bo Chen* and Weizhen 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. (JCR 4区)
12. L. Hu*,Y.L. Xu, andY. Zheng,Conditional simulation of spatially variable seismic ground motions based on evolutionary spectra,Earthquake Engineering and Structural Dynamics, 2012, 41(15): 2125-2139. (JCR 1区)
13. Qi Li, You-lin Xu, Yue Zheng, An-xin Guo, Kai-yuen Wong and Yong Xia. SHM-based F-AHP bridge rating system with application to Tsing Ma Bridge, Frontiers of Architecture and Civil Engineering in China, 2011, 5(4): 465-478. (EI)
Journal Papers in Chinese
1.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.
2. 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.
3. 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.
4. 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.
5. 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.
6. 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.
Conference Papers
1. Dong, Y., Zheng, Y., Li, Y. H., Resilience Assessment of Highway Bridges using SMA-based Isolation Bearings. MAINTENANCE, SAFETY, RISK, MANAGEMENT AND LIFE-CYCLE PERFORMANCE OF BRIDGES. 2018, 2128-2132.
2. Y. Zheng,Y.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)
5. Xu, Y. L., Li, Q., Zheng, Y., et al. Establishment of Bridge Rating System For Tsing Ma Bridge. International Symposium on Life-Cycle Performance of Bridges and Structures. 2010, 223-232.
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