段元锋 - 浙江大学 - 建筑工程学院

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段元锋教授博士生导师收藏完善纠错
浙江大学建筑工程学院
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个人简介

段元锋，浙江大学建筑工程学院教授、博导，国家优秀青年基金、浙江省杰出青年基金、教育部霍英东基金获得者，浙江大学求是青年学者，中国振动工程学会结构抗振控制与健康监测专业委员会委员及青年委员会副主任委员，中国公路学会桥梁和结构工程分会理事。主持国家自然科学基金6项（含重点1项，优青1项，重大（培育）1项，面上2项，青年1项），国家重点研发计划1项；发表论文100余篇（含SCI 36篇、EI 20篇）；出版专著《向量式结构力学》1部；授权中、美、日、韩等国家发明专利7项；全国发明展银奖1项。主要研究领域：桥梁结构健康监测与振动控制；向量式力学与结构动力灾变模拟。采用磁流变阻尼器的超长斜拉索闭环振动控制研究成果应用于浙江椒江二桥；基于磁弹效应与智能磁电材料的索力监测研究成果应用于福建泉州湾大桥、宁波澄浪桥、浙江椒江二桥等工程项目。教授本科生课程《创造性设计》、《结构健康监测与振动控制》，以及研究生课程《向量式结构与固体力学》、《大跨缆索结构桥》等。已指导博士生6人、硕士生11人。招收硕士、博士研究生，博士后，以及国内访问学者个人主页：http://person.zju.edu.cn/yfduan 主要学习经历： 2001.05–2004.05香港理工大学，土木及结构工程，博士 1999.09–2001.05浙江大学，结构工程，硕博一贯制研究生 1994.09–1998.07山东大学，土木与水利工程，学士主要工作经历： 2018.10–至今浙江大学，结构及桥梁工程教授，土木系主任 2015.12–2018.10浙江大学，结构及桥梁工程教授，土木系副系主任 2014.12–2015.12美国伊利诺伊香槟分校，访问学者 2008.09–2015.12浙江大学，建筑工程学院，副教授，土木系主任助理、副系主任 2006.02–2008.09香港理工大学，土木及结构工程，研究员/助理教授 2004.09–2006.02香港理工大学，土木及结构工程，副研究员（Research Associate） 1998.07–1999.09山东省水利勘测设计院，助理工程师教学与课程 1）2018-2019夏学期，向量式结构与固体力学，专业课，研究生 2）2018-2019夏学期，大跨缆索结构桥，专业课，研究生 3）2019-2020冬学期，结构健康监测与振动控制，专业课，本科生 4）2019-2020短学期，创造性设计，专业课，本科生 5）2018-2019春学期，桥隧工程专题，专业课，研究生 6）2017-2018夏学期，向量式结构与固体力学，专业课，研究生 7）2018-2019短学期，结构性设计，专业课，本科生 8）2017-2018春学期，桥隧工程专题，专业课，研究生 9）2017-2018夏学期，大跨缆索结构桥，专业课，研究生 10）2018-2019冬学期，结构健康监测与振动控制，专业课，本科生 11）2016-2017夏学期，大跨缆索结构桥，专业课，研究生 12）2016-2017夏学期，向量式结构与固体力学，专业课，研究生 13）2017-2018短学期，创造性设计，专业课，本科生 14）2017-2018冬学期，结构健康监测与振动控制，专业课，本科生 15）2017-2018冬学期，桥梁结构健康监测，专业课，本科生 16）2016-2017春学期，桥隧工程专题，专业课，研究生 17）2016-2017短学期，创造性设计，专业课，本科生 18）2015-2016春学期，桥隧工程专题，专业课，研究生 19）2015-2016夏学期，向量式结构与固体力学，专业课，研究生 20）2015-2016夏学期，大跨缆索结构桥，专业课，研究生科研 2018－2021 智慧城市桥梁安全预警与防护基础理论与关键技术，国家自然科学基金-浙江两化融合联合基金，重点项目，主持人. 2016－2018 结构振动控制，国家优秀青年科学基金，主持人. 2015－2018 基于向量式有限元的大跨高速铁路桥梁风-车-轨-桥互制机理与失效全过程研究，国家自然科学基金，主持人. 2013－2015 轨道交通及高速铁路预应力混凝土桥梁服役应力监测与安全预警，浙江省自然科学基金杰出青年基金，主持人. 2012－2015 基于智能磁流变阻尼器的千米级斜拉桥超长斜拉索振动控制研究，国家自然科学基金，主持人. 2011－2014 重大工程结构安全防护与健康服役，浙江省重点科技创新团队项目子课题，主持人. 2011－2013 千米级斜拉桥拉索振动控制关键技术研究，浙钱江人才计划项目，主持人. 2011－2012 基于构件重要性与易损性的斜拉桥健康评估和安全预警理论与实验研究，中央高校青年科研创新专项课题，主持人. 2010－2013 既有铁路桥梁的抗震加固研究，教育部霍英东教育基金会青年教师应用课题，主持人. 2010－2012 基于向量式有限元的强地震动场作用下大跨度斜拉桥的倒塌模式与模式控制研究，国家自然科学基金，主持人. 2010－2012 在役空间钢结构的构件应力监测方法研究，国家自然科学基金，主持人. 2010－2011 采用智能磁流变阻尼器的大跨索承桥拉索振动控制技术研究，浙江省自然科学基金，主持人. 2010－2012 斜拉索半主动开环振动控制理论与实验研究，教育部博士学科点专项科研基金-新教师基金，主持人. 2010－2012 利用智能磁流变阻尼器进行斜拉索半主动开环振动控制，浙江省人事厅留学回国择优资助项目，主持人. 2008－2009 土木工程健康监测与振动控制，浙江大学引进人才科研启动项目，主持人. 2007－2008 高耸结构健康监测基准问题的研究，香港理工大学专项研究基金，骨干参与人. 2006－2008 基于电磁主动材料的智能结构与系统，香港理工大学战略合作研究基金，骨干参与人. 2005－2006 青马大桥健康监测评级系统的建立，香港理工大学及香港政府路政署联合研究项目，骨干参与人. 2004－2005 用于斜拉索振动控制的带有嵌入式传感器的智能阻尼器研发，香港理工大学跨学院交叉学科研究项目，骨干参与人. 2001－2004 采用磁流变阻尼器进行斜拉索的振动控制，香港研究资助局–优配研究基金，骨干参与人. 出版著作丁承先，段元锋，吴东岳.(2012).向量式结构力学，科学出版社，北京专利成果 1.段元锋，赵明，章红梅，段元昌.一种具有阻尼和频率双重调节功能的调谐气液柱阻尼器及结构振动控制系统，授权号:CN103669631B,2017.04.12.（中国专利） 2.段元锋,柯少荣，张茹，樊可清，赵阳.磁弹磁电效应式应力监测装置,授权号:ZL 2011 1 0389375.8,2014.07.16.(中国专利) 3.段元锋,柯少荣，张茹，樊可清，赵阳.磁弹磁电效应式应力监测装置,授权号:US 9593990B2,2017.03.04.(美国专利) 4.柯少荣，倪一清，段元锋.磁流变阻尼器及其使用，授权号:10-125530,2013.04.10.(韩国专利) 5.柯少荣，倪一清，段元锋.磁流变阻尼器及其使用，授权号:P4850248,2011.10.28.(日本专利) 6.柯少荣，倪一清，段元锋.磁流变阻尼器及其使用，授权号:ZL 2006 1 0106147.4,2010.06.09.(中国专利) 7.柯少荣，倪一清，段元锋.磁流变阻尼器及其使用，授权号:US7775 333 B2,2010.08.17.(美国专利) 奖励荣誉 1）2016浙江大学教书育人先进个人 2）2007年1月，香港理工大学最佳专业顾问服务及创新（国际）奖 3）2005年9月，第十五届全国发明博览会银奖：“用于土木及机械工程结构振动控制的智能阻尼系统”；项目号：A68；证书号：152176 4）2004年9月，第九届磁流变与电流变液国际学术会议最佳论文奖：“Cable Vibration Control Using MR dampers （采用磁流变阻尼器进行斜拉索的振动控制）” 5）2000年，浙江大学“三好研究生”奖 6）1994-1998，山东大学本科期间，获“中华电力新星（学生）奖”国家奖1项，“山东省十大优秀学生”等省级项， “山东大学十大学生标兵”等校级奖20余项。行政服务系主任 2018.10----至今浙江大学，建筑工程学院，土木工程系主任系副主任 2014.07—2018.10浙江大学，建筑工程学院，土木工程系副主任系主任助理 2011.11—2014.06浙江大学，建筑工程学院，土木工程系主任助理班级导师 2009.09—2012.03浙江大学，建筑工程学院，硕09混合版德育导师 2006.09—2007.02香港理工大学，土木及结构工程学院，一年级本科生班主任(31063) 2006.02—2006.09香港理工大学，土木及结构工程学院，一年级本科生班主任(31069) 宿舍导师 2005.07—2008.07香港理工大学，研究生宿舍，资深导师 2004.07—2005.07香港理工大学，研究生宿舍，资深导师 2003.07—2004.07香港理工大学，研究生宿舍，资深导师 2002.07—2004.07香港理工大学，研究生宿舍，导师其他社会工作/社区服务 2002.03—2003.06香港理工大学，质量控制委员会，委员 2002.03—2003.06香港理工大学，研究生会，秘书长 2000.02—2001.01浙江大学，第一届博士生会，宣传部部长 1999.09—2001.05浙江大学，建工学院，99秋博士班班长 1997.02—1998.01山东大学，土建与水利工程学院，学生会主席 1996.02—1997.01山东大学，青年志愿者社区援助中心，副主任 1995.02—1996.01山东大学，学生会，勤工助学部部长 1994.10—1995.01山东大学，学生会，勤工助学部干事

研究领域

桥梁结构健康监测与振动控制向量式力学与结构动力灾变模拟

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同行评议期刊论文 1.Duan Y.F.,Chen Q.Y.,*Zhang H.M.,Yun C.B.,Wu S.K.,Zhu Q.(2019).“CNN-based damage identification method of tied-arch bridge using spatial-spectral information.”Smart Structures and Systems,23(5):507-520,DOI:10.12989/sss.2019.23.5.507.SCI收录. 2.Duan Y.F.,Ni Y.Q.,*Zhang H.M.,Spencer B.F.,Ko J.M.Fang Y.(2019).“Design formulas for vibration control of taut cables using passive MR dampers.”Smart Structures and Systems,23(6):521-536,DOI:10.12989/sss.2019.23.6.521,JUN.SCI收录. 3.Duan Y.F.,Ni Y.Q.*Zhang H.M.,Spencer B.F.,Ko J.M.,Dong S.H.(2019).“Design formulas for vibration control of sagged cables using passive MR dampers.”Smart Structures and Systems,23(6):537-551.SCI收录. 4.Zhang R.,Ni YQ,*Duan YF,Ko,JM.(2019).“Development of a full-scale magnetorheological damper model for open-loop cable vibration control.”Smart Structures and Systems,23(6):553-564.SCI收录. 5.Ying Z.G.,Ni YQ,*Duan YF,Ko,JM.(2019).“Stochastic stability control analysis of an inclined stay cable under random and periodic support motion excitations,Smart Structures and Systems,23(6):641-651, DOI:https://doi.org/10.12989/sss.2019.23.6.641.SCI收录. 6.Lu L.,Fermandois G.A.,*Lu XL,Spencer B.F.Jr.,Duan Y.F.,Zhou Y.(2019).“Experimental evaluation of an inertial mass damper and its analytical model for cable vibration mitigation.”Smart Structures and Systems,23(6):589-613.SCI收录. 7.Duan YF,Wang SM,*Yau JD.(2019).“Vector Form Intrinsic Finite Element Method for Analysis of Train-Bridge Interaction Problems Considering The Coach-Coupler Effect.”International Journal of Structural Stability and Dynamics,19(2)：Paper No.1950014,DOI:10.1142/S0219455419500147,FEB 2019.SCI收录. 8.Duan Y.F.,Tao J.J.，*Zhang H.M.,Wang S.M.,Yun C.B.(2018).“Real‐ime hybrid simulation based on vector form intrinsic finite element and field programmable gate array.”Structural Control and Health Monitoring,2018.9.14,26:e2277,DOI:10.1002/stc.2277.SCI收录. 9.Zhang R.,Duan Y.F.*,Zhao Y.,He X.“Temperature compensation of elasto-magneto-electric(EME)sensors in cable force monitoring using BP neural network.”Sensors,2018.7.6,18(2176):1~12.SCI收录. 10.Wu J.J.,Tang Z.F.,Lv FZ,Yang KJ,Yun CB,Duan YF,“Ultrasonic guided wave-based switch rail monitoring using independent component analysis.”Measurement Science and Technology,2018.9.20,29(115102):1~15.SCI收录. 11.Zhang P.F.,Tang Z.F.,Duan Y.F.,Yun C.B.,Lv F.Z.(2018).“Ultrasonic guided wave approach incorporating SAFE for detecting wire breakage in bridge cable.”Smart Structures and Systems,2018.10,22(4):481~493.SCI收录. 12.Yuan X.F.,Chen C.,*Duan Y.F.(段元锋),Qian R.J.(2018).“Elastoplastic analysis with fine beam model of vector form intrinsic finite element.”Advances in Structural Engineering 21(3):365-379,DOI:10.1177/1369433217718984.SCI收录. 13.Duan Y.F.(段元锋),Wang S.M.,*Wang R.Z.,Wang C.Y.,Shih J.Y.,Yun C.B.(2018).“Vector form intrinsic finite-element analysis for train and bridge dynamic interaction.”Journal of Bridge Engineering,23(1):04017126. DOI:https://doi.org/10.12989/sem.2017.64.2.259.SCI收录. 14.Duan Y.F.(段元锋),Wang S.M.,*Wang R.Z.,Wang C.Y.,Ting E.C.(2017).“Vector form intrinsic finite element based approach to simulate crack propagation”,Journal of Mechanics,33(6):797-812.DOI:10.1017/jmech.2017.85.SCI收录. 15.Ying Z.G.,Ni Y.Q.,*Duan Y.F.(段元锋)(2017).“Stochastic vibration response of a sandwich beam with nonlinear adjustable visco-elastomer core and supported mass.”Structural Engineering and Mechanics,64(2):259-270.SCI收录. 16.Ying Z.G.,Ni Y.Q.,*Duan Y.F.,(2017).“Stochastic vibration suppression analysis of an optimal bounded controlled sandwich beam with MR visco-elastomer core.”Smart Structural and Systems,19(1):21-31.SCI收录. 17.Lu L.,Duan Y.F.(段元锋),*Spencer B.F.Jr.,Lu X.L.,Zhou Y(2017).“Inertial mass damper for mitigating cable vibration.”Structural Control and Health Monitoring,24:e1986.DOI:10.1002/stc.1986. 18.Duan Y.F.(段元锋),Zhang R.,Dong C.Z.,*Luo Y.Z.,*Or S.W.,Zhao Y.Fan K.Q.(2016).“Development of elasto-magneto-electric(EME)sensor for in-service cable force monitoring.”International Journal of Structural Stability and Dynamics,16:1640016,S68-S78;doi:10.1142/S0219455416400162.SCI收录. 19.Ying Z.G.,Ni Y.Q.,*Duan Y.F.(段元锋)(2015).“Stochastic micro-vibration response characteristics of a sandwich plate with MR visco-elastomer core and mass.”Smart Structures and Systems.16,(1):141-162. Doi:http://dx.doi.org/10.12989/sss.2015.16.1.141.SCI收录. 20.Ying Z.G.,Ni Y.Q.,*Duan Y.F.(段元锋)(2015).“Parametric optimal bounded feedback control for smart parameter-controllable composite structures.”Journal of Sound and Vibration,339:38-55;doi:10.1016/j.jsv.2014.11.018.SCI收录. 21.Zhang H.M.,Dong J.Z,*Duan Y.F.(段元锋),(2014).Lu XL,Peng J.Q.“Seismic and power generation performance of U-shaped steel connected PV-shear wall under lateral cyclic loading.”International Journal of Photoenergy.Article No.362638,doi:10.1155/2014/362638.SCI收录. 22.Zhang R.,*Duan Y.F.(段元锋),Or S.W.,Zhao Y.(2014).“Smart elasto-magneto-electric(EME)sensors for stress monitoring of steel cables:design theory and experimental validation.”Sensors,14(8):13644-13660;doi:10.3390/s140813644.SCI收录. 23.Duan Y.F.(段元锋),He K.,*Zhang H.M.,Ting E.C.,Wang C.Y.,Chen S.K.,Wang R.Z.(2014).“Entire-process simulation of earthquake-induced collapse of cable-stayed bridges by Vector Form Intrinsic Finite Element(VFIFE)method.”Advances in Structural Engineering,17(3):347-360.SCI收录. 24.Zhang H.M.,Lu X.L.,*Duan Y.F.(段元锋),Zhu Y.(2014).“Experimental study on failure mechanism of RC Walls with different boundary elements under vertical and lateral loads.”Advances in Structural Engineering,17(3):361-379.SCI收录. 25.Duan Y.F.(段元锋),Zhang R.,Zhao Y.,Or S.W.,Fan K.Q.,Tang Z.F.(2012).“Steel stress monitoring sensor based on elasto-magnetic effect and using magneto-electric laminated composite.”Journal of Applied Physics,111(7),07E516.SCI收录. 26.*Yuan X.F.,Zhou L.,*Duan Y.F.(段元锋)(2012).“Singularity and kinematic bifurcation analysis of pin-bar mechanisms using analogous stiffness method.”International Journal of Solids and Structures,49(10):1212-1226.SCI收录. 27.Duan Y.F.(段元锋),Leung C.M.,Zhang S.Y.,Zhang L.,*OR S.W.(2012).“High magnetoelectric tuning effect in a polymer-based magnetostrictive piezoelectric laminate under resonance drive.”Journal of Applied Physics,111(7),07C717.SCI收录. 28.Yang F.,Leung C.M.,*Or S.W.,Liu W.,Zhang Z.D.,Duan Y.F.(段元锋)(2012).“Dynamic magnetoelastic properties of epoxy-bonded Sm0.88Nd0.12Fe1.93 pseudo-1-3 negative magnetostrictive particulate composite.”Journal of Applied Physics,111(7),07A940.SCI收录. 29.Xie X.,Lin G.,Duan Y.F.(段元锋);Zhao J.L.,Wang R.Z.(2012).Seismic damage of long span steel tower suspension bridge considering strong aftershocks,Earthquake and Structures,3(5):767-781.SCI收录. 30.Duan Y.F.(段元锋),Or S.W.(2011).“Self-sensing tunable vibration absorber incorporating piezoelectric ceramic-magnetostrictive composite sensoriactuator.”Smart Materials and Structures,20(8),085007.SCI收录. 31.Duan Y.F.(段元锋),Zhang R.,Zhao Y.,Or S.W.,Fan K.Q.,Tang Z.F.(2011).“Smart elasto-magneto-electric(EME)sensors for stress monitoring of steel structures in railway infrastructures.”Journal of Zhejiang University-Science A(Applied Physics&Engineering),12(12):895-901.SCI收录. 32.Zhang H.M.,Lu,X.L.,*Duan Y.F.(段元锋),Li J.B.(2011).“Experimental study and numerical simulation of partially prefabricated laminated composite RC walls.”Advances in Structural Engineering,14(5):967-979.SCI收录. 33.Duan Y.F.(段元锋),Xu Y.L.,Fei Q.G.,Wong K.Y.,Ng C.L.and Ni Y.Q.(2011).“Advanced finite element model of Tsing Ma Bridge for structural health monitoring.”International Journal of Structural Stability and Dynamics,11(2):313-344.SCI收录. 34.Or S.W.,Duan Y.F.(段元锋),Ni Y.Q.,Chen Z.H.and Lam K.H.(2008).“Development of Magnetorheological dampers with embedded piezoelectric force sensors for structural vibration control.”Journal of Intelligent Material Systems and Structures,19(11):1327-1338.SCI收录. 35.Duan Y.F.(段元锋),Ni Y.Q.and Ko J.M.(2006)“Cable vibration control using Magneto-rheological(MR)dampers.”Journal of Intelligent Material Systems and Structures,17(4):321-325.SCI收录. 36.Duan Y.F.(段元锋),Ni Y.Q.and Ko J.M.(2005).“State-derivative feedback control of cable vibration using semi-active MR dampers.”Computer-Aided Civil and Infrastructure Engineering,20(6):431-449.SCI收录. 37.段元锋，李频，周仙通，王鲁钧(2015).斜拉索外置式黏滞阻尼器实用设计方法，中国公路学报，28(11):46-51,59. 38.倪秋斌，段元锋，高博青(2014).采用向量式有限元的斜拉索振动控制仿真，振动工程学报，27(2):238-245，EI收录. 39.Duan,Y.F.(段元锋),Ni,Q.B.,Zhu,Y,Gao B.Q.(2012).Health monitoring and disease prevention of curved tracks,Lecture Notes in Electrical Engineering,148:407-416.EI收录. 40.段元锋，廖小伟，章红梅(2011).磁流变阻尼器在斜拉索开环振动控制中的优化设计,北京工业大学学报，37(增1):74-83，EI收录. 41.项贻强，吴孙尧，段元锋(2010).基于刚度相似原理的斜拉桥模型设计方法，实验力学，25(4):438-444. 42.章红梅，吕西林，段元锋，李检保(2010).半预制钢筋混凝土叠合墙(PPRC-CW)非线性研究，土木工程学报，43(增2):93-100，EI收录. 43.李毅，段元锋，项贻强，罗文广,朱建才,朱磊,徐建武(2010).多层工业厂房的振动测试及裂缝病害分析，振动与冲击29(6):199-206，EI收录. 44.Duan Y.F.(段元锋),Ni Y.Q.,Ko J.M.and Dong S.L.(2007).“Design of MR dampers for open-loop vibration control of stay cables on cable supported structures.”Spatial Structures,13(2):58-64. 国际会议论文 1.段元锋，基于向量式有限元的结构行为混合模拟，第五届海峡两岸地震工程青年学者研讨会，2017.11.17-2017.11.19，上海,特邀报告. 2.*段元锋，张茹。基于磁弹效应及智能磁电材料的全量索力监测，第七届全国结构抗振控制与健康监测学术会议，2017.11.10-2017.11.12，武汉. 3.陶俊杰，段元锋，基于VFIFE和FPGA的实时混合实验，第七届全国结构抗振控制与健康监测学术会议，2017.11.10-2017.11.12，武汉. 4.Wang S.M.,Duan Y.F.(段元锋),“Dynamic analysis of train-bridge coupling system using vector form intrinsic finite element method.”第七届全国结构抗振控制与健康监测学术会议，2017.11.10-2017.11.12，武汉. 5.段元锋，基于磁弹效应和磁电材料的拉索及预应力筋全量应力监测系统：从研发到应用，第八届海峡两岸高校师生土木工程监测与控制研讨会,2017.8.21-2017.8.26,杭州,特邀报告. 6.陶俊杰，段元锋，基于向量式有限元和现场可编程门阵列的实时混合实验，第八届海峡两岸四地高校师生结构健康监测与振动控制研讨会，2017.8.21-2017.8.26，杭州. 7.Wang S.M.,Duan Y.F.(段元锋),“Vector Form Intrinsic Finite Element Based on Analysis of Train Bridge Dynamic Interaction.”第八届海峡两岸四地高校师生结构健康监测与振动控制研讨会，2017.8.21-2017.8.26，杭州. 8.Duan Y.F.(段元锋),“EME sensors for total stress monitoring of steel cables and prestressed tendons:from R&D to engineering application.”The 5th Japan-Korea-China Workshop on Structural Assessment and Health Monitoring,Aug.03-04,2017,Beijing，主题报告. 9.Wang S.M.,Duan Y.F.(段元锋),Yau J.D.(2017).“Dynamic analysis of train-bridge coupling system using Vector Form Intrinsic Finite Element(VFIFE).”International Workshop on Railway Dynamics for High Speed Rails,July 29,2017,Beijing，特邀报告. 10.*Duan Y.F.(段元锋)(2016).“Vector Form Intrinsic Finite Element(VFIFE)Method for entire-process simulation of bridge seismic collapse.”The 7th Kwang-Hua Forum on Innovations and Implementations in Earthquake Engineering Research,2016.12.9-2016.12.11,上海. 11.Zhang R.,*Duan Y.F.(段元锋),Zhao Y.,Luo Y.Z.,Or S.W.,Fan K.Q.(2016).“Development of Elasto-Magneto-Electric(EME)sensor for steel cable force monitoring.”24th Australasian Conference on the Mechanics of Structures and Materials(ACMSM24),Dec.06-09,2016,Perth. 12.*Duan Y.F.(段元锋),Wang S.M.,Wang R.Z.,Wang C.Y.,Ting E.C.(2016).“Prediction of crack propagation by Vector Form Intrinsic Finite Element method.”24th Australasian Conference on the Mechanics of Structures and Materials(ACMSM24),Dec.06-09,2016,Perth. 13.*段元锋，采用向量式有限元的桥梁地震倒塌全过程模拟，第2届恢先地震工程青年学者国际研讨会，2016.8.19-2016.8.21,北京，特邀报告. 14.Wang S.M.,*Duan Y.F.(段元锋),Wang R.Z.,Wang C.Y.,Ting E.C.(2016).“Cohesive crack simulation by Vector Form Intrinsic Finite Element method.”第七届海峡两岸四地高校师生结构健康监测与振动控制研讨会，2016.7.4-2016.7.9，台北. 15.*Duan Y.F.(段元锋),Zhang R.,Or S.W.,Zhao Y.,Luo Y.Z.(2016).“In-service stress monitoring for steel cables and prestressing tendons using smart Elasto-Magneto-Electric(EME)sensors.”14th East Asia-Pacific Conference on Structural Engineering and Construction(EASEC 14),Jan.6-8,2016,HCMC,Vietnam. 16.Duan Y.F.(段元锋)(2015).“Total stress monitoring of cables and pre-tensioning tendons based on elasto-magnetic effect and intelligent magneto-electric material.”The 11th National Conference on Vibration Theories and Applications,Nov.5-7,2015,Beijing. 17.*Duan Y.F.(段元锋),He K.,Zhang H.M.,Ting E.C.,Wang C.Y.,Wang R.Z.(2015).“Simulation of earthquake-induced collapse of a mockup cable-stayed bridge by Vector Form Intrinsic Finite Element(VFIFE)method.”Keynote Speech,1st Association of Computational Mechanics Taiwan(ACMT)Conference,Oct.22-23,2015,Taipei,Taiwan.主题报告. 18.Wang S.M.,*Duan Y.F.(段元锋),Wang R.Z.,Wang C.Y.,Ting E.C.(2015).“Crack simulation by Vector Form Intrinsic Finite Element(VFIFE)method.”1st Association of Computational Mechanics Taiwan(ACMT)Conference,Oct.22-23,2015,Taipei,Taiwan. 19.*Duan Y.F.(段元锋),He K.,Zhang H.M.,Ting E.C.,Wang C.Y.,Wang R.Z.(2015).“Development of vector form fiber element model and its application to entire-process simulation of earthquake-induced collapse of a cable-stayed bridge.”The 4th Cross-strait Conference on Earthquake Engineering for Young Scholars,and The 6th Taiwan Conference on Boundary Element Method,Oct.18-19,2015,Taipei,Taiwan. 20.*Duan Y.F.(段元锋),Liao X.W.,Spencer B.F.Jr.(2015).“Experimental verification of a universal formula on damping enhancement for long stay cables with external dampers.”The Joint 6th International Conference on Advances in Experimental Structural Engineering(6AESE)and 11 th International Workshop on Advanced Smart Materials and Smart Structures Technology(11ANCRiSST),University of Illinois at Urbana-Champaign,IL,Aug.1-2,2015. 21.Duan Y.F.(段元锋),Wang X.(2014).“Simulation of nonlinear behavior of UHTCC(Ultra High Toughness Cementitious Composites)column by vector mechanics.”The 6th Kwang-Hua Forum,Innovations and Implementations in Earthquake Engineering Research,Dec.11-12,2014,Sahnghai,特邀报告. 22.*Duan Y.F.(段元锋),Zhang R.,Dong C.Z.,Or S.W.,Zhao Y.,Fan K.Q.(2014).“Elasto-Magneto-Electric(EME)sensor for in-service cable stress monitoring.”第五届亚太地区结构健康监测研讨会(AWPSHM),2014.12.4-2012.12.5，深圳. 23.*Duan Y.F.(段元锋),Wang X.,He K.,Wang R.Z.,Wang C.Y.,Ting E.C.(2014).采用向量式有限元的斜拉桥地震倒塌全过程模拟，第四届海峡两岸地震工程青年学者研讨会，2014.10.21-2014.10.23，北京. 24.*Duan Y.F.(段元锋),Zhang R.,Dong C.Z.,Or S.W.Zhao Y.(2014).“Elasto-Magneto-Electric(EME)sensor for in-service cable force monitoring on the Second Jiaojiang Cable-stayed Bridge.”The 6th Edition of the World Conference of the International Association for Structural Control and Monitoring(6WCSCM),July 15-17,2014,Barcelona,Spain. 25.Duan Y.F.(段元锋),Zhang R.,Or,S.W.,Zhao Y.(2013).“Intelligent stress monitoring for steel cables using smart elasto-magneto-electric(EME)sensor.”Structural Health Monitoring for Infrastructure Sustainability,Proceedings of the 6th International Conference on Structural Health Monitoring of Intelligent Infrastructure(SHMII-6),Dec.9-11,2013,Hong Kong,China. 26.Zhang H.M.,Liu S.,*Duan Y.F.(段元锋),Du Q.F.(2013).Nonlinear analysis of RC shear walls by vector form intrinsic finite element method,The 2013 World Congress on Advances in Structural Engineering and Mechanics(ASEM13),Sept.8-12,2013,Jeju,South Korea. 27.Duan Y.F.(段元锋)(2013).“Stress monitoring of in-service stay cables and prestressing tendons based on elasto-magnetic effect and intelligent magneto-electric material.”The 4th Cross-strait Forum on Monitoring and Control in Civil Engineering for University Teachers and Research Students,Aug.4-9,2013,Huhhot,Inner Mongolia.特邀报告. 28.Duan Y.F.(段元锋)(2012).“Universal formula and its experimental validation for the damping ratio of stay cable-damper system.”第三届海峡两岸四地高校师生结构健康监测与振动控制研讨会，2012.8.18-2012.8.26，台北.特邀报告. 29.Duan Y.F.(段元锋)(2012).“Entire-course simulation of earthquake-induced collapse of cable-stayed bridges by vector form intrinsic finite element(VFIFE)method.”The 5th Kwang-Hua Forum,Innovations and Implementations in Earthquake Engineering Research,Dec.8-10,2012,Shanghai,特邀报告. 30.Duan Y.F.(段元锋),He K.,and Ting E.C.(2012).“Entire-process simulation of earthquake-induced collapse of cable-stayed bridges by Vector Form Intrinsic Finite element(VFIFE)method.”The first conference on performance-based and life-cycle structural engineering(PLSE 2012),Dec.5-7,2012,Hong Kong,586-595. 31.Wu X.N.,Duan Y.F.(段元锋),and Fan K.Q.(2012).“Current Controller for Magneto-rheological（MR）Dampers.”The 7th International Workshop on Advanced Smart Materials and Smart Structures Technology，ANCRiSST2012,July 27-28,2012,Bangalore. 32.Ni Q.B.,*Duan Y.F.(段元锋),Ting E.C.,Gao B.Q.(2012).“Nonlinear static analysis of space trusses using vector mechanics of structure.”Proceedings of the 12th International Symposium on Structural Engineering,ISSE 2012,433-439.EI收录. 33.Duan Y.F.(段元锋)(2011).“Vibration control of stay cables using MR dampers.”Asia-Pacific Summer School in Smart Structures Technology,APSS 2011,July 28-Aug.18,2011,Shanghai,特邀报告(Aug.12,2011). 34.Duan Y.F.(段元锋)(2011).“Smart TLCD and videogrammetric monitoring technology and their application to vibration control of high-rise structures.”The 2nd Cross-strait Forum on Monitoring and Control in Civil Engineering for University Teachers and Research Students,July.16-17,2011,Hong Kong.特邀报告. 35.Zhang R.,*Duan Y.F.(段元锋),Zhao Y.,Or S.W.,Fan K.Q.(2011).“Smart elasto-magneto-electric(EME)sensors for stress monitoring of steel bars using magneto-electric(ME)sensing units.”Proceedings of the 5th Cross-strait Conference on Structural and Geotechnical Engineering(SGE-5),CD-ROM. 36.Duan Y.F.(段元锋),Ni Y.Q.,Ko J.M.(2011).“Multi-located tuned mass dampers for vibration mitigation of tower-like structures with whipping effect.”Proceedings of the 5th Cross-strait Conference on Structural and Geotechnical Engineering(SGE-5),CD-ROM. 37.Duan Y.F.(段元锋),Ni Q.B.,Zhu Y.,Gao B.Q.(2011).“Health Monitoring and Disease Prevention of Curve Tracks.”Proceedings of the 1st International Workshop on High-speed and Intercity Railways(IWHIR 2011),July 19-22,Hong Kong,特邀报告. 38.Duan Y.F.(段元锋),He K.,Fan K.Q.(2011).“Real-time alarming of ship-collision accidents for bridges.”Proceedings of the 2nd International Conference on Mechanic Automation and Control Engineering(MACE 2011),CD-ROM.EI收录. 39.Duan Y.F.(段元锋)*，Zhu L.,Xiang Y.Q.Damping identification using Weighted Fitting of Frequency-response-function(WFF)method,2nd International Conference on Multimedia Technology,ICMT 2011,5349-5352,July 26-28,20111,Hangzhou.EI收录. 40.Duan Y.F.(段元锋),Li Y.,Xiang Y.Q.Strain-temperature correlation analysis of a tied arch bridge using monitoring data,2nd International Conference on Multimedia Technology,ICMT 2011,6025-6028,July 26-28,Hangzhou.EI收录. 41.Duan Y.F.(段元锋),Jiang P.A.,Ye G.R.,Liao X.W.Noncontact displacement monitoring of stay cables using videogrammetric method,2nd International Conference on Multimedia Technology,ICMT 2011,6457-6460,July 26-28,Hangzhou.EI收录. 42.Li Y.,Duan Y.F.(段元锋),Xiang Y.Q.Automatic recognation and real-time alarming of earthquake induced vibration of a tied arch bridge,2nd International Conference on Multimedia Technology,ICMT 2011,3866-3869,July 26-28,Hangzhou.EI收录. 43.Duan Y.F.(段元锋)(2010).“Vibration control of high-rise and large-span structures.”The 1st Cross-strait Forum on Monitoring and Control in Civil Engineering for University Teachers and Research Students,Aug.18-23,2010,Hangzhou.特邀报告. 44.Duan Y.F.(段元锋),Zhu L.and Xiang Y.Q.(2010).“Smart seismic-vibration control of in-construction high-rise structures using novel MR-TLCDs.”第一届海峡两岸地震工程青年学者研讨会，CD-ROM. 45.Duan Y.F.(段元锋),Li,Y.and Xiang Y.Q.(2010).“Establishment of a warning system for a tied arch bridge with removing the temperature effect.”Proceedings of the 2nd International Symposium on Life-Cycle Civil Engineering,Life-Cycle of Civil Engineering Systems,158-163. 46.Xiang Y.Q.,Li Y.and Duan Y.F.(段元锋)(2010).“Real-time alarming of earthquake excited responses of a tied arch bridge.”Proceedings of the 2nd International Symposium on Life-Cycle Civil Engineering,Life-Cycle of Civil Engineering Systems,152-157. 47.Duan Y.F.(段元锋),Ni Y.Q.,and Ko J.M.(2007)“Preliminary Design of Magneto-Rheological(MR)Dampers for Vibration Control of Stay Cables on Cable-Stayed Sutong Bridge.”Proceedings of the Fourth Cross-strait Conference on Conference on Structural and Geotechnical Engineering,Hangzhou,China. 48.Duan Y.F.(段元锋),Ni Y.Q.and Ko J.M.(2006).“Comparative study on passive,semi-active and active control of wind-rain-induced cable vibration.”Proceedings of the Third International Workshop on Advanced Smart Materials and Smart Structures Technology,Lake Tahoe,USA. 49.Duan Y.F.(段元锋),Xu Y.L.,Fei Q.G.,Wong K.Y.,Chan K.W.Y.and Ni Y.Q.(2006).“Full 3D finite element model for criticality analysis of Tsing Ma Bridge.”Proceedings of International Conference on Bridge Engineering─Challenges in the 21st Century,Hong Kong. 50.Ni Y.Q.,Duan Y.F.(段元锋),and Ko J.M.(2006).“Nonlinear dampers for wind-rain-induced cable vibration control in cable-stayed bridges.”Proceedings of the Fourth World Conference on Structural Control and Monitoring(4WCSCM),San Diego,USA. 51.Or S.W.,Duan Y.F.(段元锋),Ni Y.Q.and Chan T.K.(2006).“Development of self-sensing magnetorheological dampers for structural vibration control.”Proceedings of the Tenth International Conference on Electrorheological(ER)Fluids and Magneto-rheological(MR)Suspensions,Lake Tahoe,USA.EI收录. 52.Duan Y.F.(段元锋),Ni Y.Q.and Ko J.M.(2005).“Design guidelines for open-loop vibration control of stay cables using MR dampers.”Smart Structures and Materials 2005:Sensors and Smart Structures Technologies for Civil,Mechanical and Aerospace Systems,Masayoshi Tomizuka(ed.),SPIE Vol.5765,678-689.EI收录. 53.Duan Y.F.(段元锋),Zhan S.,Ni Y.Q.and Ko J.M.(2005).“Experimental study on vibration mitigation of adjacent buildings interconnected with MR and viscous dampers.”Proceedings of the Second International Workshop on Advanced Smart Materials and Smart Structures Technology,Dae-gu,Korea. 54.Ko J.M.,Duan Y.F.(段元锋)and Ni Y.Q.(2005).“Modeling of a full-scale MR damper and its application in open-loop vibration control of stay cables.”Smart Structures and Materials 2005:Sensors and Smart Structures Technologies for Civil,Mechanical and Aerospace Systems,Masayoshi Tomizuka(ed.),SPIE Vol.5765,690-700.EI收录. 55.Ko J.M.,Duan Y.F.(段元锋)and Ni Y.Q.(2005).“Mitigation of cable vibration using magneto-rheological(MR)dampers:analysis and design procedures.”Proceedings of the 9th International conference on structural safety and reliability(ICOSSR 2005),Rome,Italy,2975-2982. 56.Or S.W.,Duan Y.F.(段元锋),Ni Y.Q.and Ko J.M.(2005).“Smart MR dampers with embedded piezoelectric sensors for structural vibration control.”Proceedings of the Second International Workshop on Advanced Smart Materials and Smart Structures Technology,Dae-gu,Korea. 57.Duan Y.F.(段元锋),Ni Y.Q.and Ko J.M.(2004).“Theoretical and experimental studies on semi-active feedback control of cable vibration using MR dampers.”Smart Structures and Materials 2004:Sensors and Smart Structures Technologies for Civil,Mechanical and Aerospace Systems,S.-C.Liu(ed.),SPIE Vol.5391,543-554.EI收录. 58.Duan Y.F.(段元锋),Ni,Y.Q.and Ko,J.M.(2004).“Cable vibration control using Magneto-rheological(MR)dampers.”The Ninth International Conference on Electrorheological(ER)Fluids and Magneto-rheological(MR)Suspensions,Beijing,829-835. 59.Ko J.M.,Zhan S.,Ni Y.Q.and Duan Y.F.(段元锋)(2004).“Smart TLCD using synthetic hydrocarbon-based MR fluid:an experimental study.”Smart Structures and Materials 2004:Sensors and Smart Structures Technologies for Civil,Mechanical and Aerospace Systems,S.-C.Liu(ed.),SPIE Vol.5391,250-261.EI收录. 60.Duan Y.F.(段元锋),Ni Y.Q.,Ko J.M.and Chen Z.Q.(2003).“Amplitude-dependent frequency and damping identification of bridge cables with MR dampers in different setups.”Smart Structures and Materials 2003:Smart Systems and Nondestructive Evaluation for Civil Infrastructures,S.-C.Liu(ed.),SPIE Vol.5057,218-228.EI收录. 61.Duan Y.F.(段元锋),Ko J.M.,Ni Y.Q.and Chen Z.Q.(2002).“Field comparative tests of cable vibration control using magneto-rheological(MR)dampers in single-and twin-damper setups.”Advances in Steel Structures,S.L.Chan J.G.Teng and K.F.Chung(eds.),Elsevier,Oxford,849-856. 62.Ni Y.Q.,Duan Y.F.(段元锋),Chen Z.Q.and Ko J.M.(2002).“Damping identification of MR-damped bridge cables from In-situ monitoring under wind-rain-excited conditions.”Smart Structures and Materials 2002:Smart Systems for Bridges,Structures,and Highways,S.-C.Liu and D.J.Pines(eds.),SPIE Vol.4696,41-51.EI收录. 63.Zheng G.,Ni Y.Q.,Li H.and Duan Y.F.(段元锋)(2002).“Parameter optimization of multi-TMDs for wind-excited vibration suppression of tall buildings.”Advances in Building Technology,M.Anson,J.M.Ko and E.S.S.Lam(eds.),1025-1032.

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