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个人简介

张瑞甫博士目前发表论文100余篇,其中超过70篇被SCI刊源收录,包括6篇高被引论文和30余篇位于JCR一区的文章。撰写专著2本,并申请50余项专利软著。主持或参与各级科研项目20余项,同时任3本国内外期刊编委。主要研究领域涵盖高性能智能控制、结构减隔震、能源基础设施,及结构自动化设计研究。在这些领域上,张瑞甫博士具有丰富的理论研究和工程实践经验。代表性成果为惯容系统耗能增效机理的发现和证明,并提出惯容“真实惯性力”的概念,所研发的高倍惯容器被评为同济大学2023年“十大最具转化潜力科研成果”。 工作经历 2022 ~ 至今 同济大学,土木工程学院,研究员 2018 ~ 2022 同济大学,土木工程学院,副教授 2015 ~ 2018 同济大学,土木工程学院,助理研究员 2014 ~ 2015 日本 东北大学,建筑系,灾害科学国际研究所,特别研究员 2012 ~ 2014 美国 加州大学伯克利分校,环境与土木工程系,博士后 教育经历 2008 ~ 2012 同济大学,土木工程学院,博士 2005 ~ 2008 西安建筑科技大学,土木工程学院,硕士 1999 ~ 2003 西安建筑科技大学,土木工程学院,学士 学术荣誉 入选全球前2%顶尖科学家榜单 同济大学“十大最具转化潜力科研成果” Wiley Top Cited Author 结构控制与健康监测 上海市“浦江人才”计划 ASME 2010 Pressure Vessels & Piping Division / K-PVP Conference,优秀青年论文奖 Jonrnal of the Franklin Institute 杰出审稿人 ELSEVIER 同济大学优秀出站博士后 科研奖励 2023年,同济大学“十大最具转化潜力科研成果” 2013年,新型高效抗风抗震阻尼器研发及其工程应用, 上海市技术发明奖二等奖 2015年,都江堰市校安工程(维修加固工程),全国优秀工程勘察设计行业奖二等奖 2022年,建筑结构智能监测与性能提升关键技术,四川省科学技术进步二等奖

研究领域

高性能结构智能控制技术 先进惯容系统与能量转换机制 创新结构防灾与减震策略 未来能源基础设施优化 结构抗震鉴定与加固

近期论文

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代表性国际期刊论文 Zhang L, Chen Q, Zhang RF*, Lei T. Vibration control of beams under moving loads using tuned mass inerter systems. Engineering Structures. 2023, 275: 115265. https://doi.org/10.1016/j.engstruct.2022.115265 Chen QJ, Zhang L, Zhang RF*, Pan C Seismic Performance of an underground structure with an inerter-based isolation system. Structural Control and Health Monitoring. 2023, 2023: 1349363. https://doi.org/10.1155/2023/1349363 Zhang L, Zhang RF*, Xie L, Xue S. Dynamics and isolation performance of a vibration isolator with a yoke-type nonlinear inerter. International Journal of Mechanical Sciences. 2023. https://doi.org/10.1016/j.ijmecsci.2023.108447 Zhao ZP, Chen Q, Zhang RF*. Variable friction tuned viscous mass damper and power-flow based control. Structural Control and Health Monitoring. 2022, 29(3): e2890. https://doi.org/10.1016/j.ijmecsci.2023.108447 Zhang RF, Zhao ZP, Lin XC, Zhang LX. Optimal design of inerter systems for the force-transmission suppression of oscillating structures. Earthquake Engineering and Engineering Vibration. 2022, 21(2): 441-454. https://doi.org/10.1007/s11803-022-2090-7 Zhang RF, Wu M, Pan C. Design of MDOF structure with damping enhanced inerter. Bulletin of Earthquake Engineering. 2022. https://doi.org/10.1007/s10518-022-01381-4 Zhao ZP, Chen QJ, Zhang RF*, Ren XS. Variable friction tuned viscous mass damper and power-flow based control. Structural Control and Health Monitoring. 2022, 29(3): e2890. https://doi.org/10.1002/stc.2890 Zhang L, Xue S, Zhang RF*. A novel crank inerter with simple realization: constitutive model, experimental investigation and effectiveness assessment. Engineering Structures. 2022, 262: 1-15. https://doi.org/10.1016/j.engstruct.2022.114308 Zhang RF, Cao YR, Dai KS. Response control of wind turbines with ungrounded tuned mass inerter system (TMIS) under wind loads. Wind and Structures. 2021, 6(32).https://doi.org/10.12989/was.2021.32.6.000 Zhang RF, Wu MJ, Lu WS, Li X, Lu XL. Seismic retrofitting of a historic building by using an isolation system with a weak restoring force. Soil Dynamics and Earthquake Engineering. 2021, 148: 106836. https://doi.org/10.1016/j.soildyn.2021.106836 Jia YQ, Wang C, Zhang RF, Li LZ, Lu ZD. A double shape memory alloy damper for structural vibration control. International Journal of Structural Stability and Dynamics. 2021. https://doi.org/10.1016/j.tws.2021.107498 Wang W, Song JL, Su SQ, Cai HL, Zhang RF. Experimental and numerical studies of an axial tension-compression corrugated steel plate damper. Thin-Walled Structures. 2021, 2021(163): 107498. https://doi.org/10.1016/j.rws.2021.107498 Zhang RF, Zhang LQ, Pan C, Chen QJ, Wang YC. Generating high spectral consistent endurance time excitations by a modified time-domain spectral matching method[J]. Soil Dynamics and Earthquake Engineering. 2021, 145: 106708. https://doi.org/10.1016/j.soildyn.2021.106708 Peng Q, Wu H, Zhang RF, Fang Q. Numerical simulations of base-isolated LNG storage tanks subjected to large commercial aircraft crash. Thin-Walled Structures. 2021, 2021(163): 107660. https://doi.org/10.1016/j.tws.2021.107660 Wang W, Song JL, Su SQ, Cai HL, Zhang RF. Experimental and numerical studies of an axial tension-compression corrugated steel plate damper. Thin-Walled Structures. 2021, 2021(163): 107498. https://doi.org/10.1016/j.rws.2021.107498 Zhang L, Xue ST, Zhang RF*, Xie LY, Hao LF. Simplified multimode control of seismic response of high-rise chimneys using distributed tuned mass damper inerter systems (TMIS). Engineering Structures. 2021, 228:111550. https://10.1016/j.engstruct.2020.111550 Zhang RF*, Wu MJ, Pan C, Ren XS. Seismic response reduction of elastoplastic structures with inerter system. Engineering Structures. 2021. https://10.1016/j.engstruct.2020.111661 Zhao ZP, Zhang RF*, Pan C, Chen QJ, Jiang YY. Input energy reduction principle of structures with generic tuned mass damper inerter. Structural Control and Health Monitoring. 2020:2644. https://doi.org/10.1002/stc.2644 Xue ST, Kang JF, Xie LY, Zhang RF, Ban XL. Cross-layer installed cable-bracing inerter system for MDOF structure seismic response control. Applied Sciences. 2020:10. https://doi.org/10.3390/app10175914 Zhao ZP, Chen QJ, Zhang RF, Jiang YY, Pan C. A negative stiffness inerter system (NSIS) for earthquake protection purposes. Smart Structures and Systems. 2020:26:481-93. https://doi.org/10.12989/sss.2020.26.4.481 Zhao ZP, Zhang RF, Wierschem NE, Jiang YY, Pan C. Displacement mitigation-oriented design and mechanism for inerter-based isolation system. Journal of Vibration and Control. 2020. https://doi.org/10.1177/1077546320951662 Domenico D D, Ricciardi G, Zhang RF. Recent advances in the design of structures with passive energy dissipation systems. Applied Sciences. 2020, 10(8). https://doi.org/2819.10.3390/app10082819 Zhao ZP, Chen QJ, Zhang RF*, Pan C, Jiang YY. Energy dissipation mechanism of inerter systems. International Journal of Mechanical Sciences. 2020(184): 105845. https://doi.org/10.1016/j.ijmecsci.2020.105845 Zhao ZP, Chen QJ, Zhang RF*, Jiang YY, Xia YY. Interaction of two adjacent structures coupled by inerter-based system considering soil conditions. Journal of Earthquake Engineering. 2020. https://doi.org/10.1080/13632469.2020.1778585 Domenico D D, Ricciardi G, Zhang RF. Optimal design and seismic performance of tuned fluid inerter applied to structures with friction isolators. Soil Dynamics and Earthquake Engineering. 2020, 132: 106099.https://doi.org/10.1016/j.soildyn.2020.106099 Dai KS, Luo X, Lu Y, Li B, Zhong J, Zhang SM, Zhang RF, et al. Seismic collision potential of adjacent base-isolated buildings with corridor bridges subjected to bidirectinal near-fault pulse-like ground motions. Soil Dynamics and Earthquake Engineering. 2020:135. https://doi.org/10.1016/j.soildyn.2020.106202 Zhang RF, Zhao ZP, Pan C, Ikago K, Xue S. Damping enhancement principle of inerter system. Structural Control and Health Monitoring. 2020: e2523. https://doi.org/10.1002/stc.2523 Xie LY, Zhang L, Pan C, Zhang RF*, Chen T. Uniform damping ratio-based design method for seismic retrofitting of elastoplastic RC structures using viscoelastic dampers. Soil Dynamics and Earthquake Engineering. 2020, 128(128): 105866. https://doi.org/10.1016/j.engstruct.2017.07.04 Jiang YY, Zhao ZP, Zhang RF*, De Domenico D, Pan C. Optimal design based on analytical solution for storage tank with inerter isolation system. Soil Dynamics and Earthquake Engineering. 2020, 129: 105924. https://doi.org/10.1016/j.engstruct.2017.07.04 Zhao ZP, Zhang RF*, Jiang YY, De Domenico D, Pan C. Displacement-dependent damping inerter system for seismic response control. Applied Sciences. 2020, 10(1). https://doi.org/10.3390/app10010257 Hu XY, Zhang RF, Ren XS, Pan C, Zhang X, Li H. Simplified design method for structure with viscous damper based on the specified damping distribution pattern. Journal of Earthquake Engineering. https://doi.org/10.1080/13632469.2020.1719239 Chen QJ, Zhao ZP, Xia YY, Pan C, Luo H, Zhang RF*. Comfort based floor design employing tuned inerter mass system. Journal of Sound and Vibration. 2019(458): 143-157. https://doi.org/10.1016/j.jsv.2019.06.019 Zhao ZP, Chen QJ, Zhang RF*, Pan C, Jiang YY. Optimal design of an inerter isolation system considering the soil condition[J]. Engineering Structures. 2019, 196: 109324. https://doi.org/10.1016/j.engstruct.2019.109324 Jia YQ, Li L, Wang C, Lu ZD, Zhang RF*. A novel shape memory alloy damping inerter for vibration mitigation. Smart Materials and Structures. 2019, 28: 115002. https://doi.org/10.1088/1361-665X/ab3dc8 Zhao ZP, Zhang RF*, Jiang YY, Pan C. A tuned liquid inerter system for vibration control. International Journal of Mechanical Sciences. 2019, 164: 105171. https://doi.org/10.1016/j.ijmecsci.2019.105171 Shen H, Zhang RF*, Weng DG, Ge QZ, Wang C, Islam M M. Design method of structural retrofitting using viscous dampers based on elastic–plastic response reduction curve. Engineering Structures. 2019. https://doi.org/10.1016/j.engstruct.2019.109917 Zhao ZP, Zhang RF*, Jiang YY, Pan C. Seismic response mitigation of structures with a friction pendulum inerter system. Engineering Structures 2019; 193: 110-120. https://doi.org/10.1016/j.engstruct.2019.05.024 Zhao ZP, Zhang RF*, Lu Z. A particle inerter system for structural seismic response mitigation. Journal of the Franklin Institute 2019; https://%20doi.org/%2010.1016/%20j.jfranklin.2019.02.001 Zhang RF*, Zhao ZP, Dai KS. Seismic response mitigation of a wind turbine tower using a tuned parallel inerter mass system.Engineering Structures 2019; 180: 29-39. https://doi.org/10.1016/j.engstruct.2018.11.020 Zhang L, Su MZ, Zhang C, Shen H, Islama MM, Zhang RF*. A design method of viscoelastic damper parameters based on the elastic-plastic response reduction curve.Soil Dynamics and Earthquake Engineering 2019; 117: 149-163. https://doi.org/10.1016/j.soildyn.2018.09.05 Zhang RF*, Zhao ZP, Pan C. Influence of mechanical layout of inerter systems on seismic mitigation of storage tanks.Soil Dynamics and Earthquake Engineering 2018; 144: 639-649. https://doi.org/10.1016/j.soildyn.2018.07.036 Zhang RF*, Wang C, Pan C, Shen H, Ge QZ, Zhang LQ. Simplified design of elastoplastic structures with metallic yielding dampers based on the concept of uniform damping ratio.Engineering Structures 2018; 176: 734-745. https://doi.org/10.1016/j.engstruct.2018.09.009 Pan C, Zhang RF*, Luo H, Shen H. Target-based algorithm for baseline correction of inconsistent vibration signals.Journal of Vibration and Control 2018; 24(12): 2562-2575.https://doi.org/10.1177/1077546316689014 Pan C, Zhang RF*, Luo H, Li C, Shen H. Demand-based optimal design of oscillator with parallel-layout viscous inerter damper.Structural Control & Health Monitoring 2018; 25(1).https://doi.org/10.1002/stc.2051 Pan C, Zhang RF*. Design of structure with inerter system based on stochastic response mitigation ratio.Structural Control & Health Monitoring 2018; 25(6). http://doi.org/10.1002/stc.216 Hao LF, Zhang RF*, Jin K. Direct design method based on seismic capacity redundancy for structures with metal yielding dampers.Earthquake Engineering & Structural Dynamics 2018; 47(2): 515-534. https://doi.org/10.1002/eqe.2977 Chen QJ, Zhao ZP, Zhang RF*, Pan C. Impact of soil-structure interaction on structures with inerter system.Journal of Sound and Vibration 2018; 433: 1-5. https://doi.org/10.1016/j.jsv.2018.07.008 Shen H, Zhang RF*, Weng DG, Gao C, Luo H, Pan C. Simple design method of structure with metallic yielding dampers based on elastic–plastic response reduction curve.Engineering Structures2017; 150: 98-114. https://doi.org/10.1016/j.engstruct.2017.07.04 Pan C, Zhang RF*, Luo H, Shen H. Simplified variational iteration method for solving ordinary differential equations and eigenvalue problems.Advances in Mechanical Engineering 2016; 8(11). https://doi.org/10.1177/168781401668146 Pan C, Zhang RF*, Luo H, Shen H. Baseline correction of vibration acceleration signals with inconsistent initial velocity and displacement.Advances in Mechanical Engineering 2016; 8(10). https://doi.org/10.1177/168781401667553 Luo H, Zhang RF*, Weng DG. Mitigation of liquid sloshing in storage tanks by using a hybrid control method.Soil Dynamics and Earthquake Engineering 2016; 90: 183-195. https://doi.org/10.1016/j.soildyn.2016.08.03 Hao LF, Zhang RF*. Structural safety redundancy-based design method for structure with viscous dampers.Structural Engineering and Mechanics 2016; 59(5): 821-840. https://doi.org/10.12989/sem.2016.59.5.821 Zhang RF*, Weng DG, Ge QZ. Shaking table experiment on a steel storage tank with multiple friction pendulum bearings.Structural Engineering and Mechanics2014; 52(5): 875-887. https://doi.org/10.12989/sem.2014.52.5.875 Zhang RF*, Weng DG. Assessment of the seismic effect of insulation on extra-large cryogenic liquid natural gas storage tanks.Journal of Loss Prevention in the Process Industries 2014; 30: 9-20. https://doi.org/10.1016/j.j1p.2014.04.00 Zhang RF*, He H, Weng D, Zhou H, Ding S. Theoretical analysis and experimental research on toggle-brace-damper system considering different installation modes.Scientia Iranica 2012; 19(6): 1379-1390. https://doi.org/10.1016/j.scient.2012.10.01 Zhang RF*, Weng DG, Ren XS. Seismic analysis of a LNG storage tank isolated by a multiple friction pendulum system.Earthquake Engineering and Engineering Vibration 2011; 10(2): 253-262. https://doi.org/10.1007/s11803-011-0063-3 代表性国内期刊论文 张瑞甫,吴敏君,潘超.对惯容减震系统基本概念及设计范式的讨论.振动工程学报.2023. 张瑞甫,曹嫣如,潘超. 惯容减震(振)系统及其研究进展. 工程力学. 2019, 36(10):8-26. 潘超,张瑞甫*,王超,逯静洲. 单自由度混联II 型惯容减震体系的随机地震响应与参数设计. 工程力学. 2019, 1(36): 129-137. 沈华,翁大根,张瑞甫*,王庆华. 基于响应比的简化黏滞阻尼器弹塑性设计方法研究. 结构工程师. 2019, 35(01): 1-9 罗浩,张瑞甫*,翁大根,沈华. 基于等效线性化的惯容减震结构优化设计. 结构工程师. 2018, 34(05): 92-97. 罗浩,张瑞甫*,沈华,翁大根. 基于定点理论的串联黏滞惯容系统参数优化. 结构工程师. 2017(02): 41-46. 罗浩,张瑞甫*,翁大根. 一种旋转黏滞质量阻尼器对结构响应的控制研究. 防灾减灾工程学报,36(02):295-301, 2016 李超,张瑞甫*,赵志鹏,李俊卫,罗浩,翁大根. 调谐黏滞质量阻尼器基于遗传算法的参数优化研究,结构工程师,32(4):124-131, 2016 葛庆子, 翁大根, 张瑞甫. 飞机撞击特大型LNG储罐全过程仿真分析. 振动与冲击, 35(4):1-7, 2016 翁大根,李超,胡岫岩,罗浩,张瑞甫. 减振结构基于模态阻尼耗能的附加有效阻尼比计算. 土木工程学报,49(S1):19-24,2016 张瑞甫,曹淼,唐和生,薛松涛. 3.11大地震中大空间结构破坏主因及加固对策. 结构工程师, 31(2): 21-27, 2015 郝霖霏,张瑞甫,谢丽宇,薛松涛. 加固后东北大学建筑系大楼在3.11地震中损坏原因分析.结构工程师,31(2):67-79, 2015 谢丽宇,郝霖霏,张瑞甫,薛松涛. 3.11大地震中减隔震装置的破坏及性能探讨. 结构工程师, 31(2):10-20, 2015 刘帅,翁大根,张瑞甫. 软土场地大型LNG储罐考虑桩土相互作用的地震响应分析.振动与冲击,33(7): 24-30, 2014 葛庆子,翁大根,张瑞甫. 储液罐非线性简化模型及主共振研究. 工程力学,31(5): 158-165, 2014 葛庆子,翁大根,张瑞甫. 特大型LNG储罐等壳体结构抗爆研究综述. 振动与冲击, 32 (11): 89-94, 2013 刘帅,翁大根,张瑞甫. 圆柱形储罐考虑桩土相互作用地震响应的简化分析. 力学季刊,34(1):161-168,2013 李霄龙,翁大根,张瑞甫. 球形储罐基于性能的隔震设计,工程改造与加固,34(2): 54-65, 2012 赵阳,翁大根,张瑞甫. 复摩擦摆支座应用于楼面隔震研究,结构工程师,1: 73-81, 2012 张瑞甫,翁大根,倪伟波. 基于阻尼器反力墙体系的特大型LNG储罐控制研究,防灾减灾学报,2: 138-145, 2011 张瑞甫,翁大根,倪伟波. 特大型LNG储罐抗(减)震研究发展综述,结构工程师,26 (5): 164-171 翁大根,张瑞甫,张世明,吕西林. 基于性能和需求的消能减震设计方法在震后框架结构加固中的应用,建筑结构学报,S2: 66-75,2010 研究报告 张瑞甫. 储液罐地震响应控制研究—基于惯容器的储液罐晃动响应控制. 上海: 同济大学, 2014. 会议论文 Zhang, R.,F.Luo, H., Ren, X., Li, Z. Sloshing control of a liquid storage tank under long period ground excitation, 16th World Conference on Earthquake Engineering, 2016 Shen, H., Zhang, R.F., Weng, D., Luo, H. Optimal design method of base-isolated liquid storage tank using tuned viscous mass damper based on genetic algorithm, 16th World Conference on Earthquake Engineering, 2016 Luo H., Zhang R.F., Weng D.. A hybrid control method to reduce the seismic response of a liquid storage tank, Proceedings of the ASME 2016 Pressure Vessels & Piping Division Conference, 2011 Zhang, R.F., Weng, D., Ge, Q. Effect investigation of combination isolation system for liquid storage tank in different seismic levels, 15th World Conference on Earthquake Engineering, 2012 Zhang R.F., Weng D., Ni W. The seismic mitigation assessment of LNG tank by 3D numerical simulation, 8th International conference on urban earthquake engineering, 201 Zhang R.F., Weng D., Ni W. The seismic response analysis of LNG storage tank isolated by multiple friction pendulum system, Proceedings of the ASME 2011 Pressure Vessels & Piping Division Conference, 2011 翁大根,倪伟波,张瑞甫. 应用不同类型隔震支座的特大型LNG储罐地震反应比较分析,第八届全国地震工程学术会议论文集,土木建筑与环境工程, 2011 Zhang R.F., Weng D., Ni W., Application of annular damper reaction wall in seismic isolated LNG tank,Proceedings of the ASME 2010 Pressure Vessels & Piping Division / K-PVP Conference, 2011 Weng D.G., Zhang R.F., Zhang S.M., Lu X., Application of energy dissipation method based on seismic performance and demand for post-earthquake R. C. Frame retrofit, 11th World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, 2009

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