博士、副教授、博士生导师
通讯地址：上海市四平路1239号 同济大学土木大楼结构防灾减灾工程系
邮编：200092
电话：
电子邮件:zhangruifu@tongji.edu.cn
欢迎访问:www.inerter.com

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欢迎报考防灾减灾方向硕士、博士研究生！欢迎电子邮件联系！
个人简介
张瑞甫博士目前发表论文70余篇，申请专利30余项，参编行业规范4本。主要研究领域为惯容系统、消能减震及隔震建筑结构、能源基础设施减隔震，结构优化设计，结构智能防灾及地面运动研究，同时在上述领域具有丰富的工程实践经验。
研究兴趣


工作经历
2018 ～ 至今 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
研究领域
惯容减震系统研究
结构智能防灾
消能减震及隔震建筑分析
能源基础设施减隔震（振）
结构抗震鉴定与加固
奖项荣誉
WileyTop Cited Author 结构控制与健康监测
上海市“浦江人才”计划

都江堰市校安工程（维修加固工程），2015年度全国优秀工程勘察设计行业奖二等奖
新型高效抗风抗震阻尼器研发及其工程应用，2013年度上海市技术发明奖二等奖
ASME 2010 Pressure Vessels & Piping Division / K-PVP Conference，优秀青年论文奖
同济大学优秀出站博士后
上海市优秀毕业生
基金项目
国家自然科学基金委员会（**），惯容系统的减震增效机理及结构控制策略，2020~2023，主持
中国地震局地震工程与工程振动重点实验室重点专项，耗能增效型高性能惯容器及结构控制研究，2019~2022，主持
中国地震局工程力学研究所基本科研业务费专项，基于惯容元件的调谐质量减震系统轻量化的宽频控制机理研究，2019~2021，主持
上海市浦江人才计划，基于质量干预的储液罐地震响应控制机理研究，2017~2019，主持
国家自然科学基金（**），复杂罐体非线性晃动和振动控制研究，2014~2016，主持
四川省科技厅，基于《中国地震动参数区划图》（GB18306-2015）的建筑物抗震加固综合技术研究，2016~2017，主持
持中央高校基本科研业务费专项资金-学科交叉类项目，2018~2019，主持
上海市高峰高原学科建设项目，惯容系统动态质量在结构减震中的增效控制机理研究，2017~2019，主持
西部绿色建筑国家重点实验室开放基金，免压蒸高性能管桩混凝土的材料设计与节能制备技术研究，2018-2019，主持
国家重点研发计划政府间国际科技创新合作，强震受损消能减震装置的可恢复性设计及结构性能控制，2016~2019，项目骨干
国家自然科学基金（**），可提离式群桩基础抗震性能与损伤控制研究，2014~2017，参与
日本文部省，旋转质量惯容器轴向力限制机制研究，2014~2015，参与
日本3.11大地震震后某高层建筑TMD加固项目，2014，参与
国家自然科学基金（**），大型全容式LNG储罐抗（减）震机理研究，2011~2014，参与
科技部国家重点实验室基础研究项目（SLDRCE10-D-01），2010~2013，参与
都江堰中学消能减震项目，2010，参与
集能燃气球形储罐隔震项目，2010，参与
都江堰集能燃气加层改造消能减震加固项目，2010，参与
中海油援川消能减震项目，2009，参与
上海世博会演艺中心消能减震项目，2009，参与
都江堰市燃气公司震后框架结构消能减震加固技术研究，2008～2009，参与

代表性国际期刊论文
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/**.2020.**
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
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.soildyn.2019.105866
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.soildyn.2019.105924
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/app**
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/**.2020.**
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[J]. 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 Institute2019;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 Structures2019;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 Engineering2019;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 Engineering2018;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 Structures2018;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 Control2018;24(12): 2562-2575.https://doi.org/10.1177/89014
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 Monitoring2018;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 Monitoring2018;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 Dynamics2018;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 Vibration2018;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 Engineering2016;8(11).https://doi.org/10.1177/**8146
Pan C,Zhang RF*, Luo H, Shen H. Baseline correction of vibration acceleration signals with inconsistent initial velocity and displacement.Advances in Mechanical Engineering2016;8(10).https://doi.org/10.1177/**7553
Luo H,Zhang RF*, Weng DG. Mitigation of liquid sloshing in storage tanks by using a hybrid control method.Soil Dynamics and Earthquake Engineering2016;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 Mechanics2016;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 Industries2014;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 Iranica2012;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 Vibration2011;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，曹嫣如，潘超. 惯容减震（振）系统及其研究进展. 工程力学. 2019.https://doi.org/10.6052/j.issn.1000-4750.2018.09.0496%C2%A0
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
WengD.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
书籍
翁大根，彭林海，张超，张瑞甫，吕西林，张世明. 某钢筋混凝土框架震害分析及消能减震技术在震后结构修复中的应用. 章节，汶川地震震后研究,2011
软件著作权
多自由度惯容减震结构动力分析软件(INERTER) 证书号：**
地震动信号处理及分析软件（EQSignal）证书号：**
SAP2000-OpenSEES结构模型转换软件 证书号：**
碰撞耗能型惯容系统参数优化与分析软件 证书号：**
考虑土-结构相互作用的惯容系统优化分析软件 证书号：**