陈林
发布时间:2022-11-08                          

姓名:陈林

职称:副教授

电子邮件:linchen@tongji.edu.cn

研究方向:大跨、高耸结构振动与减振海上浮式风电结构悬浮隧道结构波流相互作用模态分析与系统识别

个人简历


陈林,同济大学桥梁工程系副教授。长期从事桥梁结构振动控制和海上风电结构动力学方面研究。正在主持或完成国家自然科学基金项目3项、科技部重点研发计划子课题2项。在结构振动控制领域权威SCI/EI期刊上发表论文40余篇(第一/通讯作者SCI/EI论文30余篇),授权发明专利6项,软件著作权2项;担任领域权威期刊《Structural Control and Health Monitoring》学术编辑,中国振动工程学会结构抗振控制与健康监测青年委员会委员和20本国际期刊审稿人。获中国发明协会创业奖创新奖一等奖(排名2)和广西科学技术进步二等奖(排名6)等奖励。主持/参与赤壁长江大桥、苏通大桥、常泰长江大桥等斜拉索减振方案设计和实施工作。

 

教育经历


2011.03-2015.12    同济大学, 桥梁与隧道工程, 博士

2012.09-2014.09    美国莱斯大学(联合培养博士), 土木与环境工程

2009.09-2011.02    同济大学(提前攻博), 桥梁与隧道工程,

2005.09-2009.07    同济大学, 土木工程, 学士

 

工作履历


2022.03-2022.08    瑞士苏黎世联邦理工大学,机械工程系,访问学者

2021-至今       同济大学,土木工程学院, 预聘副教授

2019-2021       同济大学, 土木工程学院桥梁工程系, 副研究员

2016-2019       爱尔兰都柏林大学圣三一学院(Trinity College Dublin

2016           同济大学, 土木工程高等研究院, 助理研究员

 

获奖情况


(1) 2022年,中国发明协会创业创新一等奖(2/6),大跨/空间柔性结构风效应控制关键技术与应用

(2) 2021年,广西科学技术进步二等奖(6/10),大跨桥梁拉索抑振防护成套技术与工程应用

 

学术兼职


(1) 2022-01 至今,振动与控制领域权威期刊《Structural Control and Health Monitoring》(JCR一区SCI期刊)学术编辑

(2) 2019-11 至今,中国振动工程学会结构抗振控制与健康监测青年委员会委员

(3)Engineering Structures》、《工程力学》等30多本国内外权威期刊审稿人

 

科研项目


主持国家自然科学基金委青年项目1项、面上项目2项;科技部重点研发项目子课题2项等。

  1. 国家自然科学基金委员会, 面上项目, 52278314, 大跨桥梁阻尼伸臂消能体系减振机理与设计优化, 2023-01-01  2026-12-31, 54万元, 在研, 主持

  2. 国家自然科学基金委员会, 面上项目, 51978506, 水下悬浮隧道锚索非线性动力特性及索与隧道动力耦合效应精细化研究, 2020-01-01  2023-12-31, 59万元, 在研, 主持

  3. 国家自然科学基金委员会, 青年科学基金项目, 51608390, 基于谐波平衡法的斜拉索-非线性减振系统振动特性研究, 2017-01-01  2019-12-31, 20万元, 结题, 主持

  4. 中华人民共和国科学技术部, 国家重点研发计划, 2019YFB2102700, 城市地面基础设施智能监测与运行保障关键技术研究与示范(课题四专题一:城市地面基础设施群运行健康状态评测指标体系及评价方法), 2020-01  2022-12, 54万元, 在研, 子课题负责人

  5. 中华人民共和国科学技术部, 国家重点研发计划, 2017YFC1500600, 区域与城市地震风险评估与监测技术研究项目(课题六专题二:高烈度区桥梁地震监测和风险评估应用示范), 2018-01  2021-12, 43万元,结题, 子课题负责人

 

期刊论文:

发表SCIE论文41篇,其中1作/通讯28篇(含ESI高被引1篇,综述论文1篇);以一作/通讯作者发表EI期刊论文5

  1. Chen, L., Nagarajaiah, S., & Sun, L.* (2021). A unified analysis of negative stiffness dampers and inerter-based absorbers for multimode cable vibration controlJournal of Sound and Vibration, 494, 115814. (ESI高被引论文)

  2. Chen, L., Xu, Y., & Sun, L.* (2021). A component mode synthesis method for reduced-order modeling of cable networks in cable-stayed bridges. Journal of Sound and Vibration, 491, 115769.

  3. Chen, L., Di, F., Xu, Y., Sun, L.*, Xu, Y., & Wang, L. (2020). Multimode cable vibration control using a viscous-shear damper: Case studies on the Sutong BridgeStructural Control and Health Monitoring, 27(6), e2536.

  4. Chen, L., Sun, L.*, Xu, Y., Di, F., Xu, Y., & Wang, L. (2020). A comparative study of multi-mode cable vibration control using viscous and viscoelastic dampers through field tests on the Sutong Bridge Engineering Structures, 224, 111226.

  5. Chen, L. & Sun, L.* (2017). Steady-state analysis of cable with nonlinear damper via harmonic balance method for maximizing damping. Journal of Structural Engineering, 143(2), 04016172.

  6. Di, F., Sun, L., Chen, L.* (2021). Optimization of hybrid cable networks with dampers and cross-ties for vibration control via multi-objective genetic algorithm. Mechanical Systems and Signal Processing, 166, 108454.

  7. Sun, L., Sun, J., Nagarajaiah, S., Chen, L.* (2021). Inerter dampers with linear hysteretic damping for cable vibration control. Engineering Structures, 247, 113069.

  8. Di, F., Sun, L., & Chen, L.* (2021). Suppression of vortex-induced high-mode vibrations of a cable-damper system by an additional damper. Engineering Structures, 242, 112495.

  9. Di, F., Sun, L., & Chen, L.* (2021). In-plane dynamic behaviors of two-cable networks with a pretensioned cross-tieStructural Control and Health Monitoring, 28(7), e2755.

  10. Chen, L. & Basu, B.* (2021). Numerical continuation method for large-amplitude steady water waves on depth-varying currents in flows with fixed mean water depth Applied Ocean Research, 111, 102631.

  11. Di, F., Chen, L.*, & Sun, L.* (2021). Free vibrations of hybrid cable networks with external dampers and pretensioned cross-ties. Mechanical Systems and Signal Processing, 156, 107627.

  12. Di, F., Chen, L., & Sun, L.* (2021). Optimal design of dampers for multi-mode cable vibration control based on genetic algorithm. International Journal of Structural Stability and Dynamics, 21(4), 2150058.

  13. Chen, L., Basu, B.*, & Martin, C. I. (2021).  On rotational flows with discontinuous vorticity beneath steady water waves near stagnationJournal of Fluid Mechanics, 912, A44.  

  14. Chen, L. & Basu, B.* (2021). Numerical investigations of two-dimensional irrotational water waves over finite-depth with uniform current. Applicable Analysis,100(6), 1247–1255.

  15. Di, F., Sun, L., & Chen, L.* (2020). Cable vibration control with internal and external dampers: Theoretical analysis and field test validationSmart Structures and Systems, 26(5), 575-589.

  16. Di, F., Sun, L., Qin, L., Chen, L.*, Zou, Y., Jiang, L., & Zhu, Y. (2020). Full-scale experimental study on vibration control of bridge suspenders using Stockbridge dampersJournal of Bridge Engineering, 25(8), 04020047.

  17. Sun, L., Hong, D., & Chen, L.* (2019). In-plane free vibrations of shallow cables with cross-tiesStructural Control and Health Monitoring, 26(10), e2421.

  18. Sun, L., Xu, Y., & Chen, L.* (2019). Damping effects of nonlinear dampers on a shallow cableEngineering Structures, 196, 109305.

  19. Chen, L. & Basu, B.* (2019). Wave-current interaction effects on structural responses of floating offshore wind turbines. Wind Energy, 22(2), 327-339.

  20. Chen, L., Basu, B.* & Nielsen, S.R.K. (2019). Nonlinear periodic response analysis of mooring cables using harmonic balance methodJournal of Sound and Vibration, 438, 402-418.

  21. Chen, L. & Basu, B.* (2018). Fatigue load estimation of a spar-type floating offshore wind turbine considering wave-current interactions. International Journal of Fatigue, 116, 421-428.

  22. Chen, L., Basu, B.* & Nielsen, S.R.K. (2018). A coupled finite difference mooring dynamics model for floating offshore wind turbine analysisOcean Engineering,162, 304-315.

  23. Sun, L., Hong, D.* & Chen, L. (2017). Cables interconnected with tuned inerter damper for vibration mitigation. Engineering Structures, 151, 57-67.

  24. Sun, L. & Chen, L.* (2017). Residual mode correction in calibrating nonlinear damper for vibration control of flexible structuresJournal of Sound and Vibration, 406, 197-207.

  25. Chen, L., Basu, B.* & McCabe, D. (2016). Fractional order models for system identification of thermal dynamics of buildings. Energy and Buildings, 133, 381-388.

  26. Chen, L., Sun, L.* & Nagarajaiah, S. (2016). Cable vibration control with both lateral and rotational dampers attached at an intermediate location.Journal of Sound and Vibration, 377, 38-57.

  27. Sun, S., Sun, L.* & Chen, L. (2016). Damage detection based on structural responses induced by traffic load: Methodology and application. International Journal of Structural Stability and Dynamics, 16(04), 1640026.

  28. Sun, L.* & Chen, L. (2015). Free vibrations of a taut cable with a general viscoelastic damper modeled by fractional derivativesJournal of Sound and Vibration, 335, 19-33.

  29. Chen, L., Sun, L. & Nagarajaiah, S.* (2015). Cable with discrete negative stiffness device and viscous damper: Passive realization and general characteristics. Smart Structures and Systems, 15(3), 627-643.

  30. Chen, L. & Sun, L.* (2015). Laboratory-scale experimental setup for studying cable dampersJournal of Engineering Mechanics, 141(5), 04014159.

  31. Zou, Y., Qin, L., Sun, L.*, Pang, R., & Chen, L. (2022). Fire and blast protection for multi-strand stay cables of Rod EI Farag Axis Bridge. Structural Engineering International, 1-4.

  32. Hou, N., Sun, L.*, & Chen, L. (2021). Modeling vehicle load for a long-span bridge based on weigh-in-motion dataMeasurement, 183, 109727.

  33. Luo, C., Chen, L. & Huang, Y.* (2021). A phase-field crack model based on a directional strain decomposition and a stress-driven Crack-Opening IndicatorComputer Methods in Applied Mechanics and Engineering, 384, 113928.

  34. Hou, N., Sun, L.*, & Chen, L. (2020). Cable reliability assessments by using identified tension forces and monitored loadsJournal of Bridge Engineering, 25(7), 05020003.

  35. Sarkar, S., Chen, L., Fitzgerald, B.*, & Basu, B. (2020). Multi-resolution wavelet pitch controller for spar-type floating offshore wind turbines including wave-current interactionsJournal of Sound and Vibration, 470, 115170.

  36. Chen, L., Liu, Z., Nagarajaiah, S., Sun, L., Zhao, L., & Cui, W. (2022). Vibration mitigation of long-span bridges with damped outriggers. Engineering Structures, 271, 114873.

  37. Wang, M., Nagarajaiah, S., & Chen, L. (2022). Adaptive Passive Negative Stiffness and Damping for Retrofit of Existing Tall Buildings with Tuned Mass Damper: TMD-NSD. Journal of Structural Engineering, 148(11), 04022180.

  38. Nagarajaiah, S., Chen, L., & Wang, M. (2022). Adaptive stiffness structures with dampers: seismic and wind response reduction using passive negative stiffness and inerter systems. Journal of Structural Engineering, 148(11), 04022179.

  39. Chang, Y., Zhao, L., Chen, L., Xu, J., Cui, B., & Ge, Y. (2022). Effect of free stream turbulence in critical Reynolds number regime (1.6E5-6.1E5) on flow around circular cylinder. Physics of Fluids, 34, 115126.

  40. Sun, L., Chen, L., & Huang, H. (2022). Stay cable vibration mitigation: A review. Advances in Structural Engineering, 25(16), 3368-3404.

  41. Shang, Z., Xia, Y., Chen, L., & Sun, L. (2022). Damping ratio identification using attenuation responses extracted by time series semantic segmentation. Mechanical Systems and Signal Processing180, 109287.

  42. 陈林, 孙利民(2012). 用于阻尼器试验的斜拉索等效模型建模工程力学, 29(S2), 139-143.

  43. 孙利民, 狄方殿陈林* , 许映梅(2021).  斜拉索-双阻尼器系统多模态减振理论与试验研究. 同济大学学报(自然科学版), 49(7), 975-985.

  44. 孙利民,狄方殿陈林* 邹易清(2021)考虑垂度影响的拉索-双粘滞阻尼器系统振动分析工程力学, 39(8), 49-60.
  45. 孙利民, 孙浚杰陈林* (2021). 斜拉索阻尼器性能频率依存性对索多模态阻尼影响的理论与试验研究. 振动与冲击 , 41(10), 129-137.

  46. 孙利民,孙浚杰,狄方殿,邹易清,王萌,陈林*(2022). 被动负刚度装置与线性滞回阻尼器组合对斜拉索多模态振动的阻尼效果. 湖南大学学报(自然科学版), 49(5), 9-16.

 

专利与软著


授权发明专利6项、软件著作权2项。

  1. 中国,发明专利,一种基于双阻尼器的拉索多阶模态振动控制方法,202010706563.8
  2. 中国,发明专利,双向剪切型惯质阻尼器,ZL202010691140.3
  3. 中国,发明专利,串并联调谐惯质阻尼器,ZL202110178122.X
  4. 中国,发明专利,一种考虑阻尼器性能频率依存性的索多模态振动控制方法,ZL202010884222.X
  5. 中国,发明专利,一种拉索多模态振动的控制方法,ZL202010691140.3
  6. 中国,发明专利,一种惯容系数自适应调节惯容器, ZL202210059868.3
  7. 中国,软件著作权,索减振分析设计师软件, 2019SR0790054.
  8. 中国,软件著作权,索力识别助手软件, 中国, 2019SR0784987.

 

相关链接:


学院网站介绍页面:
https://faculty-civileng.tongji.edu.cn/chenlin/zh_CN/zhym/33437/list/index.htm

个人英文网站:https://chenllab.com/

ResearchGatehttps://www.researchgate.net/profile/Lin-Chen-33

Google Scholar: https://scholar.google.com/citations?user=X5-zCpEAAAAJ&hl=en

ORCIDhttps://orcid.org/0000-0002-3570-234X

SCOPUShttps://www.scopus.com/authid/detail.uri?authorId=56427217600

WOShttps://www.webofscience.com/wos/author/record/924677

GitHubhttps://github.com/chen-lin


版权所有 桥梁健康监测与振动控制研究室

Email: bridge-shm@tongji.edu.cn

地址:上海市四平路1239号同济大学桥梁馆719室  邮编:200092