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华旭刚

发布于:2021-01-21 星期四 19:45:32  点击数:61770

华旭刚,湖南大学二级教授、博士生导师,国家自然科学基金杰出青年基金和优秀青年基金获得者。现为土木工程学院副院长(分管研究生),风工程试验研究中心主任,风工程与桥梁工程湖南省重点实验室主任。主要从事桥梁风致振动与减振控制、海上风力机结构动力学等方向研究。兼任中国土木工程学会桥梁及结构工程分会常务理事、风工程专委会副主任,中国公路学会桥梁和结构工程分会第九届理事,中国地震学会工程隔震与减震控制专委会副主任、防震减灾工程分会常务理事,振动工程学会结构监测与抗振控制专委会、随机振动专委会、航天器振动与控制专委会等委员,Engineering Structures编委,Engineering青年编委与专题主编(section editor)、振动工程学报、长安大学学报编委等职。

基本信息

华旭刚,工学博士,教授,博士生导师,国家杰青和优青基金获得者

职务:    副院长(分管研究生)

              湖南大学风工程试验研究中心主任

              风工程与桥梁工程湖南省重点实验室主任

通讯地址:湖南长沙岳麓山湖南大学土木工程学院 410082

电子邮件: cexghua@hnu.edu.cn; cexghua@hotmail.com

教育背景

2003/05—2006/10,香港理工大学,土木及结构工程学系,获博士学位

1999/09—2003/03,中南大学,土木建筑学院,获硕士学位

1995/09—1999/05,长沙铁道学院,土木建筑学院,获学士学位

工作履历

2017.06至今,         湖南大学,土木工程学院,副院长(2019.12-2020.12挂职研究生院副院长)

2013.03至今,         湖南大学,土木工程学院,教授,博士生导师

2012.10—2013.03,湖南大学,土木工程学院,副教授,博士生导师

2007.01—2012.10,湖南大学,土木工程学院,副教授,硕士生导师

2006.05—2007.05,香港理工大学,土木及结构工程学系,助理研究员(Research Assistant)

学术兼职

Engineering Structures编委

中国工程院院刊系列主刊Engineering, 青年编委及专题主编 (Section Editor)

振动工程学报编委(第八/九届),长安大学学报编委,中外公路编委,交通运输工程学报青年编委等 

中国土木工程学会结构风工程专委会副主任委员

中国地震学会工程隔震与减震控制专委会副主任

中国地震学会防震减灾工程分会常务理事

湖南省公路学会桥隧专委会副主任

中国土木工程学会桥梁及结构工程分会第十届常务理事

中国公路学会桥梁与结构分会理事

中国振动工程学会随机振动专委会委员

中国振动工程学会结构抗振控制与监测专委会委员

中国振动工程学会航天器振动与控制专委会委员

中国勘察设计协会抗震防灾分会全国隔震减震专家委员会




研究领域

主要从事桥梁风致振动与减振振制、桥梁智能监测与评估、海上风力机结构动力性能等领域/方向研究。

每年可以招收3-5名硕士研究生和2名博士研究生,欢迎有兴趣的桥梁工程及力学专业本科与硕士研究生报考。

长期招收桥梁风致振动与减振振制、桥梁智能监测与评估、海上浮式风电结构问题等研究领域的博士后。


截至2022年5月,共培养毕业硕士研究生35名,博士研究生5名(温青,王文熙,陈孛,李威霖,杨超协助指导),在读硕士研究生11名,

全职博士研究生8名,全职博士后3名(黄智文,陈孛,陈超,均获国家博士后引进计划支持或湖南大学杰出博士后)

科研项目

【承担的主要纵向课题】

国家自然科学基金杰出青年基金(52025082),桥梁风致振动与减振控制,主持(在研),2021-2025

国家自然科学基金叶企孙基金(U2141242),特种车辆悬挂系统磁阻尼减振的非线性特性与控制理论研究,参加(在研),2021-2025

城市安全基础战略研究之课题一"城市基础设施韧性提升方法及途径研究",中国工程院咨询研究重点项目,主持(在研),2020.12-2021.12

国家重点研发计划政府间国际创新合作重点专项(2016YFE0127900),海上漂浮风机的混凝土基础结构体系及设计理论,主持(已结题),2017.02-2020.06

提高进藏高速公路和铁路桥梁抗灾能力的深化战略研究,中国工程院咨询研究重点项目,"进藏线路桥梁抗风研究"专题负责人(已结题)2017-2018

国家自然科学基金优秀青年基金项目,桥梁风工程,主持(已结题),2015-2017

国家自然科学基金面上项目,大跨度钢箱梁悬索桥的高阶竖弯模态涡激共振幅值预测方法研究,主持(已结题),2013-2016

国家自然科学基金青年基金项目,大型输电塔扭转风振与断线冲击效应及其控制方法研究,主持(已结题),2009-2011

教育部新世纪优秀人才支持计划,主持(完成),2011-2013

交通部青年交通科技英才,主持(完成),2012-2013

国家自然科学基金重点项目,桥梁风致振动的现代理论体系研究,参加(已结题),2008-2011

国家自然科学基金重大研究计划集成项目子课题,超大跨度桥梁风致灾变机理分析与控制方法的集成研究,参加(已结题),2013-2015

交通西部课题重大专项子课题:特大型桥梁风、雨作用监测与模拟技术研究,参加(已结题),2011-2014


【代表性横向课题】

[1]绵阳市一号人行桥动力参数测定和减振效果评价,绵阳市投资控股集团有限公司,2012-2013

[2]新建蒙西至华中铁路洞庭湖特大桥结构抗风及斜拉索风雨振性能研究,西南交通大学/蒙西华中铁路股份有限公司,2013-2014

[3]西堠门大桥湖南大学吊索开发减振器及实桥验证,西堠门大桥建设指挥部,2013-2015

[4]输电线路铁塔结构阻尼识别方法研究,国家电网中国电力科学研究院,2013-2014

[5]宜昌庙嘴长江大桥结构抗风性能研究,宜昌市城市建设投资开发有限公司,2012-2015

[6]湖南张家界人行桥风参数观测、抗风设计与行人振动控制研究,张家界大峡谷旅游开发有限公司,2013-2015

[7]巴拿马运河第四大桥结构抗风性能研究,中交公路规划设计院有限公司,2018-2020

[8]景德镇市红旗峰景区玻璃人行桥抗风设计及致振动控制,中铁大桥勘测设计院集团有限公司,2018-2020

[9]超大跨径波形钢腹板连续梁桥抗风抗震与减振研究,深圳市市政设计研究院有限公司,2019-2021

[10]湖南省官庄至新化高速公路马路口特大桥结构抗风性能研究,湖南省交通规划勘察设计院有限公司,2018-2020

[11]厦门健康步道景观提升工程大跨空间异型人行桥人致振动舒适性及减振措施研究,厦门市市政建设开发有限公司,2018-2020

[12]广州南沙红莲大桥主桥抗风性能研究,铁四院,2018-2020

[13]大跨度非对称上承式钢管混凝土桁架拱桥关键技术-结构抗风性能研究,铁四院,2018-2020

[14]新建宁波至舟山铁路铁路跨海大桥科研专题(桃夭门大桥抗风),中铁大桥勘测设计院集团有限公司,2019-2021

[15]朵花特桥梁抗风性能试验研究及人致振动舒适性和抗震研究,贵州贵深投资发展有限公司,2017-2020

[16]朵花特大桥桥址处风环境实测数据分析与研究,贵州贵深投资发展有限公司,2019-2022

[17]明珠湾大桥施工期抗风评价及措施研究(含补充合同),中铁建大桥工程局集团南方工程有限公司 广州明珠湾大桥工程一分部,2019-2020

[18]广汕铁路深汕西高速主桥抗风性能研究及桥塔气弹模型实验,铁四院,2018-2020.

[19]混合结构风机塔筒数值分析与风洞试验及研究,西北院,2020-2021

[20]广州塔南广场配建珠江两岸人行景观桥(海心沙大桥)项目抗风专题研究, 广州市建设投资发展有限公司,2020-2121

[21]安徽黄山湖田山景区项目一期工程桥梁风洞试验与人致振动研究, 黄山中惠旅湖田山旅游开发有限公司, 2020-2021

[22]双拱形塔钢混叠合梁斜拉桥抗风与抗震性能研究,深圳市市政设计研究院有限公司,2020-2022

[23]李家沱长江复线桥抗风性能研究和风车桥耦合振动安全性分析研究,林同棪国际工程咨询(中国)有限公司,2020-2022

[24]跨径超2000米双层多车道悬索桥结构安全关键技术研究-超长吊索风致振动及控制措施研究,中交设计院,2020-2022

[25]环东海域新城文体公建群景观慢行桥工程人致振动研究,厦门市特房海湾投资有限公司,2020-2021

[26]新建宁波至舟山铁路西堠门大桥主梁风致振动减振方案设计与优化研究,中铁大桥院,2020-2021

[26]深圳机荷高速立体改扩建工程排架拱桥风洞试验研究,一公院,2021-2023

[27]通苏嘉甬铁路杭州湾跨海大桥抗风试验研究,中铁大桥院,2021-2023

[28]狮子洋通道主桥主缆风致振动研究,中交公路规划勘察设计院有限公司,2021-2022
[29]港珠澳大桥补充异常振动(涡振)监测与测试,港珠澳大桥管理局/中交公路规划勘察设计院有限公司,2021-2022

[30]厦门6座人行桥等舒适性评价与减振方案研究,厦门市政/特房海湾等,2021-2022
[31]江阴第三通道协作体系抗风性能研究,中铁大桥院,2021-2022.

[32]百里洲长江大桥模型风洞试验与抗风性能研究,二公院,2022-2023

[33]广西滕州浔江大桥悬吊-斜拉协作体系动力性能与减振关键技术研究,公规院,2022-2023

[34]宁波舟山港六横公路青龙门大桥抗风性能研究,浙江省院,2022-2023

[35]大型海上风力机长期服役及性能提升技术的关键技术研究,天津水运院,2022-2024.

[36]平容高速浔江特大桥主桥抗风性能与舒适性研究,一公局,2022-2023

[37]丰都兴义长江大桥主桥抗风性能研究,重庆设计院,2022-2023

[38]泸州沱江铁路特大桥抗风稳定性研究,中铁咨询,2022-2022

[39]监利至华容公铁长江大桥工可阶段抗风性能研究,铁四院,2022-2022




【主讲课程】

[1]本科生:专业英语,钢桥(2008-2010)

[2]硕士研究生:结构动力学(2010-)、结构隔震设计与减振控制(2011-2013)(与尚守平教授合上)

[3]博士研究生:结构风致振动与减振理论(2014-)

[4]海外教授主讲课程(host):海上风机动力学基础,Fudamentals of Dynamics of Offshore Wind Turbines, 主讲人:Soren RK Nielsen, Biswajit Basu, Zili Zhang

[5]海外教授主讲课程(host): 新型永磁机械基本原理与应用,Mechanism of Novel Permant Magnet Machine and its Application, 主讲人:谢菲尔德电机系汪佳斌教授

[6]海外教授主讲课程(co-host with Dr ZQ Feng): 结构振动的主动控制,Active control of structures, 主讲人:Naresh K Chandiramni, 印度德里理工学院教授,

【教改项目】

[1] 湖南省研究生教改重点项目,强化研究生实践创新能力的结构动力学平台建设,2018.06-2020.11

学术成果

出版专著1部,参编专著1部,在国内外重要学术期刊发表论文100余篇,其中SCI论文80余篇,中国公路学报、振动工程学报、建筑结构学报等期刊论文20余篇;在国际会议上受特邀学术报告10余次;申报发明专利12项,已授权6项;参编规范2部。

【专著】

陈政清,华旭刚(2009),人行桥的振动与动力设计,人民交通出版社

陈政清(2013),工程结构的风致振动、稳定与控制,科学出版社,参编三个章节

【主要英文论文】

投稿论文

1.  Hua XG*, Wen Q, Huang ZW, Sun RF and Chen ZQ (2018), Damping properties of a continuous suspension bridge without intermediate support from monitoring data, Journal of Structural Engineering, ASCE, in review

2. Hua XG*, Huang ZW, Sun RF, Wen Q and Chen ZQ (2019), ANN-based novelty detection for automatic identification of vortex-induced vibrations from monitoring data, Journal of  Computing in Civil Engineering, ASCE, in review

3. Hua XG*, Wen Q, Huang ZW, Chen ZQ, and Zhou S (2021), Evaluation of three-dimensional vortex-induced vibrations of elongated flexible rectangular cylinders by wake oscillator model, Journal of Wind Engineering and Industrial Aerodynamics, in review. 

4. Tai YJ, Hua XG, Wang WX*, and Chen ZQ (2021), A new type of inerter with easily adjustable inertance and superior adaptability: crank train inerter, Engineering Structures, in review. 

5. Chen B, Hua XG, Zhang ZL, Chen ZQ (2022), Optimal design of a grounded tuned mass-damper-inerter for flexible structures with quasi-static corrections, Structural Control and Health Monitoring. 

6. Chen C, Hua XG, and Chen Zq (2022), Simplifed complex-valued modal model  for operating wind turbines  through aerodynamic decoupling and multi-blade coordinate transformation, Jouranl of sound and Vibration, submitted.

7. Zhang JB, Wang WX, Hua XG, Wang CQ, Chen ZQ,  Numerical investigation on vertical vortex-induced vibrations of triple-box girders with curved and linear-type webs,  Journal of Wind Engineering and Industrial Aerodynamics, in review. 

2022

[1] Tai YJ, Huang ZW, Chen C, Hua XG*, Chen ZQ (2022), Geometrically nonlinearity analysis and performance evaluation of tuned inerter dampers for multidirectional seismic isolation, Mechanical Systems and Signal Processing, 168: 108681

[2] Yang C, Chen ZQ, Hua XG*, Li XF, Wang WX (2022), Modal damping estimation for higher modes of a cable with an external damper, Journal of Engineerng Mechanics, 148(1): 06061007 (Technical Note)

[3] Wang CQ, Wen Q*, Zhou S, Hua XG*, Chen ZQ (2022), Effects of end condition and aspect ratio on vortex-induced vibrations of a 5:1 rectangular cylinder, Journal of Fluids and Structures, 109: 103480

[4] Chen B, Zhang ZL*, Hua XG*, Liu FP, Basu B. (2022), Optimal calibration of a tuned liquid damper (TLCD) for rotating wind turbine blades, Journal of Sound and Vibration, 521:116565

[5] Wang CQ, Huang ZW*, Hua XG* et al. (2022), Aerodynamic mechanism of triggering and suppression of vortex-induced vibrations for a triple-box girder, Journal of Wind Engineering and Industrial Aerodynamics,  227: 105051

[6] Zhang XX, He J, Hua XG, Chen ZQ, Yang O (2022), Online identification of time-variant structural parameters under unknown inputs basing on extended Kalman filter, Nonlinear Dynamics10.1007/s11071-022-07493-5

[7] Meng QS, Hua XG, Chen C*, Liu FP, and Chen ZQ (2022), Analytical study on the aerodynamic and hydrodynamic damping of the platform in an operating spar-type floating offshore wind turbine, Reneable Energy, 

[8] Ren YL, Meng QS, Chen C*, Zhang ZL*, Chen ZQ et al. (2022), Dynamic behaviour and damage analysis of a spar-type floating offshore wind turbine under ship collision, Engineering Structures, in press



2021

[1] Wang WX, Yang ZL, Hua XG*, Chen ZQ, Wang XY, and Song GB (2021), Evaluation of a pendulum pounding tuned mass damper for seismic control of structures, Engineering Structures, 228: 111554

[2] Wang CQ, Hua XG*, Tang Y, Huang ZW, and Chen ZQ (2021), Post-critical behavior of galloping for main cables of suspension bridges in construction phases, Journal of Fluids and Structures, 101: 103205

[3] Chen B, Basu B, Hua XG*, Feng ZQ, Zhang Zili*, Nielsen SRK and Chen ZQ (2021), Online DWT algorithm for identification of aerodynamic damping in wind turbines, Mechanical Systems and Signal Processing, 152: 107437, https://doi.org/10.1016/j.ymssp.2020.107437

[4] Chen B, Hua XG*, Zhang ZL*, Nielsen SRK, Chen ZQ (2021), Active flutter control of wind turbines using boule-pitched blades, Renewable Energy, Vol 163, 2081-2097.

[5] Chen C, Doffour M et al. (2021), Identification of aerodynamic damping matrix for operating wind turbines, Mechanical Systems and Signal Processing, 154: 107568, https://doi.org/10.1016/j.ymssp.2020.107568

[6] Xu K, Hua XG*Lacarbonara W, Huang ZW, Chen ZQ (2021), Exploration of nonlinear effect of pendulum tuned mass dampers on vibration control, Journal of Engineering Mechanics, 147(8): 04021047

[7] Chen B, Zhang ZL*, Hua XG, Closed-form optimal design of a tuned liquid column damper (TLCD) for flexible structures, International Journal of Mechanical Sciences, Vol. 198, 106364

[8] Hua XG, Tai YJ, Huang ZW*, and Chen ZQ (2021), Optimal design and performance evaluation of a novel hysteretic friction tuned inerter damper for vibration isolation systems, Structural Control and Health Monitoringhttps://doi.org/10.1002/stc.2775

[9] Chen C, Doffour M, Hua XG* (2021), Numerically efficient fatigue life prediction of offshore wind turbines using aerodynamic decoupling, Renewable Energy, 178(11): 1421-1434

[10] Wang CQ, Hua XG*, Huang ZW and Wen Q (2021), Aerodynamic characteristics of coupled twin circular cylinders with near wake interference in cross flow, Applied Science, 2021, 11(9), 4189

[11] Wang CQ, Hua XG*, Feng ZQ* and Chen ZQ (2021), Experimental investigation on vortex-induced vibrations of a triple-box girder with web modification, Journal of Wind Engineering and Industrial Aerodynamics, 218: 104783

[12] Yang LB, Hua XG, Wang CQ*, He Dong-sheng, Chen ZQ (2021), Aerodynamic interference effects between a triple-box girder and trains on aerodynamic forces and vortex-induced vibrations, Journal of Central South University, in press. 

[13] Yang C, Chen ZQ, Wang WX and Hua XG (2021), Optimal design of two viscous dampers for multimode control of a cable covering a broad frequency range, Engineering STructures, 245: 112810

[14] Liu ZQ, Wang YZ* and Hua XG (2021), Proposal of a novel analytical wake model and array optimization of oscillating wave surge converter using differential evolution algorithm, Ocean Engineering, Paper No. 108380

[15] Liu ZQ, Wang YZ* and Hua XG, Zhu HP and Zhu ZW (2021), Optimization of wind turbine TMD under real wind distribution countering wake effects using GPU acceleration and machine learning technologies, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 208, 104436

[16] Liu ZQ*, Cao YW, Wang YZ, Cao JX, Hua XG, Cao SY (2021), Characteristics of compact debris induced by a tornado studied using large eddy simulations, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 201, 104530

[17] Liu ZQ, Peng J, Hua XG and Zhu ZW (2021), Wind farm optimization considering non-uniformly distributed turbulence intensity, Sustainable Energy Technologies and Assessments, Vol. 43: 100970. 

[18] Li Weilin, Patruno L, Niu HW, de Miranda S, Hua XG, Identification of complex admittance functions using 2D-URANS models: inflow generation and validation on rectangular cylinders,   Journal of Wind Engineering and Industrial Aerodynamics, Vol. 208, 104435

[19] Xu L, Hui Y, Zhu WD and Hua XG (2021), three-to-one internal resonance analysis for a suspensino bridge with spatial cable through a continuum model, European Journal of Mechanics A-Solid, 90: 104354

[20] Liu ZQ, Wang YZ, Nyangi P, Zhu ZW and Hua XG (2021), Proposal a novel GPU-accelerated lifetime optimization method for onshore wind turbine dampers under real wind distribution, Renewable Energy, 168:516-543

[21] Li Weilin, Patruno L, Niu HW, de Miranda S, Hua XG, Aerodynamic admittance of a 6:1 rectangular cylinder: a computational study on the role of turbulence intensity and integral length scale, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 218, 104738


2020

[1] Hua XG*, Wang CQ, Li SL, Chen ZQ (2020), Experimental investigation of wind-induced vibrations of main cables for suspension bridges in construction period, Journal of Fluids and Structures, 2020, 93, Article No. 102846, 17 pages

[2] Hua XG*, Xu K, Wang YW, Wen Q, Chen ZQ (2020), Wind-induced responses and dynamic characteristics of a super-tall building under a typhoon event, Smart Structures and Systems, 25(1): 81-96

[3] Zhang HY, Chen ZQ, Hua XG*, Huang ZW and Niu HW (2020), Design and dynamic characterization of a large-scale eddy current damper with enhanced performance for vibration control, Mechanical Systems and Signal Processing, Article No. 106879, Vol, 145, 1-24 pages.

[4] Hua XG*, Meng QS, Chen B, Zhang ZL (2020), Structural damping sensitivity affecting the flutter performance of a 10MW offshore wind turbine, Advances in Structural Engineering, 23(14): 3037-3047

[5] Liu ZQ, Wang YZ* and Hua XG (2020), Numerical studies and proposal of design equations on cylindrical oscillating wave surge converters under regular waves using SPH, 2020, Energy Conversion and Management, 203, Article No. 112242, 22 pages

[6] Liu ZQ, Wang YZ* and Hua XG (2020), Prediction and optimization of oscillating wave surge converter using machine learning techniques, Energy Conversion and Management, 210, Article No. 112677, 18 pages

[7]Liu ZQ, Gao SY, Liu HP, Hua XG, Ishihara T (2020), Effect of Reynolds number in the range from 1.6´10^3 to 1.6´10^6 on the flow fields in tornado-like vortices by LES: a symmetrical study, Journal of Wind Engineering and Industrial Aerodynamics, 196: 104028, DOI: 10.1016/j.jweia.2019.104028

 2019

[1] Huang ZW, Hua XG*, Chen ZQ, and Niu HW (2019), Optimal design of TVMD with linear and nonlinear viscous damping for SDOF systems subjected to harmonic excitations, Structural Control and Health Monitoring, 26(10): e2413

[2] Hua XG*, Chen ZQ, Lei X, Wen Q, Niu HW, Wen Q (2019), Monitoring and Control of wind-induced vibrations of hanger ropes of a suspension bridge, Smart Structures and Systems, 31(6): 683-693

[3] Huang ZW, Hua XG*, Chen ZQ, Niu HW (2019), Performance evaluation of inerter-based damping devices for structural vibration control of stay cables, Smart Structures and Systems, 31(6): 615-626

[4] Huang ZW, Li YZ, Hua XG*, Chen ZQ (2019), Automatic identification of bridge vortex-induced vibration using random decrement method, Applied Science, 9(10): 2049 https://doi.org/10.3390/app9102049

[5] Cao Z, Hua XG*, Wen Q, Chen ZQ (2019), Identification of structural and TMD parameters from the combined structure-TMD system by a state-space technique, Advances in Structural Engineering, 22(9): 2048-2060

[6] Wang WX, Hua XG*, Wang XY, Chen ZQ (2019), Modeling, simulation and validation of a pendulum pounding tuned mass damper (PPTMD) for vibration control, Structural Control and Health Monitoring, 26(4): e2326.

[7] Tang Y, Hua XG*, Chen ZQ and Zhou Y (2019), Experimental investigation of flutter characteristics of shallow П section at post-critical regime, Journal of Fluids and Structures, 88: 257-274

[8] Wang WX, Hua XG*, Wang XY and Chen ZQ (2019), Mechanical behavior of magnetorhelogical dampers after long-term operation in a cable vibration control system, Structural Control and Health Monitoring,  https://doi.org/10.1002/stc.2280

[9] Liu ZQ, Zhou QS, Tu YG, Wang W, Hua XG (2019), Proposal of a novel semi-submersible floating wind turbine platform composed of inclined columns and multi-segmented mooring lines, Energies, 12(9)

[10] Hui Y, Kang HJ, Law SS, Hua XG* (2019), Effect of cut-off order of nonlinear stiffness on the dynamics of a sectional suspension bridge model, Engineering Structures, 185: 377-391. 

[11] Liu ZQ, Wang YZ, Wang Y, Hua XG(2019), Numerical modeling and optimization of a winged box-type floating breakwater by smoothed particle hydrodynamics, Ocean Engineering, 88: 104246

2018

[1] Wang WX, Hua XG*, Wang XY, Chen ZQ, Song GB(2018), Numerical modeling and experimental study on a novel pounding tuned mass damper, Journal of Vibration and Control, 24(17): 4023-4036

[2] Wang WX, Wang XY, Hua XG*, Chen ZQ, Song GB (2018), Vibration control of vortex-induced vibrations of a bridge deck by single-sided pounding tuned mass dampers, Engineering Structures, 173: 61-75. 

[3] Chen B, Zhang ZL, Hua XG*, Nielsen SRK and Basu B. (2018), Enhancement of flutter stability in wind turbines with a new type of passive damper of torsional rotation of blades, Journal of Wind Engineering and Industrial Aerodynamics, 173(3): 171-179.

[4] Wen Q, Hua XG*, Chen ZQ, Niu HW (2018), Experimental study of wake-induced instability of coupled parallel hanger ropes for suspension bridges, Engineering Structures, 167(15): 175-187.

[5] Huang ZW, Hua XG*, Chen ZQ, Niu HW (2018), Modeling, testing and validation of a eddy current damper for vibration control, Journal of Aerospace Engineering, ASCE,  31(5):04018057 

[6] Wen Q, Hua XG*, Chen ZQ, Niu HW (2018), AMD-based random decrement technique for modal identification of structures with close modes, Journal of Aerospace Engineering, 31(5):04018063

[7] Yan G, Li TT, Feng RQ, Chen G, Hua XG, Duan QH (2018), Detection of Nodal Snap-through Instability in Reticulated Shell Structures Using Tilt Sensing of Members, Journal of Applied Nonlinear Dynamics, 7(1): 25-44. 

2017

[1] Zhou S, Hua XG*, Chen ZQ, Chen Wn (2017), Experimental investigation of correction factor for VIV amplitude of flexible bridges from an aeroelastic model and its 1:1 section model, Engineering Structures, Vol 141: 263-271. DOI: 10.1016/j.engstruct.2017.03.023,

[2].  Wang WX, Hua XG*, Wang XY, Chen ZQ, Song GB (2017), Optimum design of a novel pounding tuned mass damper under harmonic excitation, Smart Materials and Structures, 2017, 26(5):055024

[3].  Wang WX, Hua XG, Wang XY (2017), Advanced impact force model for pounding between viscoelastic materials and steel, Journal of Engineering Mechanics, 2017, 143(12):04017139

[4]  Hua XG*, Wen Q, Ni YQ and Chen ZQ, Assessment of stochastically updated finite element models using reliability indicator, Mechanical Systems and Signal Processing, 2017, 82(1): 217-229

[5]  Wen Q, Hua XG*, Chen ZQ et al. (2017), Modal parameter identification of a long-span footbridge by forced vibration experiments, Advances in Structural Engineering, 20(6): 661-673

[6]. Wen YK, Chen ZQ, Hua XG, (2017),  Design and evaluation of tuned viscous mass dampers for the seismic control of MDOF structures, Journal of Structural Engineering, ASCE, 143(4):04016207

[7]. Chen B*, Zhang LL, Hua XG, Basu B., Nielsen SRK (2017)Online identification of aerodynamic damping in wind turbines using time-frequency analysis, Mechanical Systems and Signal Processing, 2017, 91:198-214.

[8].  Guirong Yan, Chen Fang, Ruoqiang Feng, Xugang Hua and Yi Zhao (2017), “Detection of member vverall buckling in civil space grid structures based on deviation in strain along the member,” Engineering Structures, 2017, 131, 599-613.

2016年及以前

[1] Wen Q, Hua XG*, Chen ZQ et al.(2016), Control of human-induced vibrations of a curved cable-stayed bridge: design, implementation and field validation, ASCE Journal of Bridge Engineering, 2016, 21(7): 0401608

[2] Hua, XG*, Chen ZQ, Chen Wen (2015), Investigation on the effect of vibration frequency on vortex-induced vibrations by section model tests, Wind and Structures,

[3]  Hua XG*, Chen, Z.Q., Yang J.B., Niu H.W., and Chen B. (2014),Turbulence Integral Scale Corrections to Experimental Results of Aeroelastic Models with Large Geometric Scales: Application to Gust Loading Factor of a Transmission Line Tower, Advances in Structural Engineering,

[4] Hua XG*, Ni Y. Q., Chen Z.Q., He X. H. (2012), Monte Carlo study of effect of measurement noise in finite element model updating with regularization, Journal of Engineering Mechanics, ASCE, 138(1): 71-81

[5] Chen ZQ, Liu MG, Hua XG, and Mou TM (2012), Flutter, galloping and vortex-induced vibrations of H-section hangers, Journal of Bridge Engineering, 17(3): 500-

[6] He XH*, Hua XG, Chen ZQ, and Huang, FL. (2010), EMD-based random decrement technique for modal parameter identification of an existing railway bridge, Engineering Structures, 33(4): 1348-1356

[7] Hua XG*, Ni YQ, and Ko JM (2009), Adaptive regularization parameter optimization in output-error-based finite element model updating. Mechanical System and Signal Processing, 23(3): 563-579

[8] Hua XG*, Ni YQ, Chen ZQ, and Ko JM. (2009), Structural damage detection of cable-stayed bridges using changes in cable forces and model updating. Journal of Structural Engineering, ASCE, 135(9): 1093-1106.

[9] Hua XG*, Ni YQ, Chen ZQ, and Ko JM. (2008), An improved perturbation method for stochastic finite element model updating. International Journal for Numerical Methods in Engineering, 73(13): 1845-1864

[10] Hua XG*, and Chen ZQ (2008), Full-order and multimode flutter analysis using ANSYS. Finite Elements in Analysis and Design, 44(9),

[11] Hua XG*, Ni YQ, Ko JM, and Wong KY, Modelling of temperature-frequency correlation using combined principal component analysis and support vector regression technique, Journal of Computing in Civil Engineering, ASCE, 21(2): 122-135

[12] Ni YQ, Hua XG*, Wong KY, and Ko JM. Assessment of bridge expansion joints using long-term displacement and temperature measurement. Journal of Performance of Constructed Facilities, ASCE, 21(2): 143-151

[13].  Hua XG, Chen ZQ, Ni YQ, and Ko JM. (2007), Flutter analysis of long-span bridges using ANSYS. Wind and Structures, 10(1), 61-82

[14]  Hua XG, Ni YQ, Ko JM, and Wong KY. (2007), Modeling of temperature-frequency correlation using combined principal component analysis and support vector regression technique. Journal of Computing in Civil Engineering, ASCE, 21(2), 122-13

[15] Ni YQ, Hua XG, Fan KQ, and Ko JM (2005), Correlating modal properties with temperature using long-term monitoring data and support vector machine technique. Engineering Structures, 27(12), 1762-1773

 【主要中文论文】

周涛,邓宇,陈晓虎,王文熙,周明星,华旭刚,陈政清,大跨度钢桁组合连续梁桥涡振性能研究,工程力学,2022

华旭刚,邓武鹏,陈政清,唐煜,水流作用下双圆柱墩混凝土梁桥的动力响应实测与数值模拟,工程力学,2021,38(01)

温青,华旭刚,陈政清等,一种高阶模态涡振新气弹模型的参数优化,振动与冲击,2020

陈政清,华旭刚,牛华伟,黄智文等,永磁电涡流阻尼新技术极其在土木工程中的应用,中国公路学报,2020

沈练,华旭刚,韩艳等,高精度入口边界的峡谷桥址风场模拟,中国公路学报,2020

温青,华旭刚等,端部条件及长宽比对矩形断面节段模型涡激振动的影响,振动工程学报,2020

华旭刚,杨维清,陈政清,黄智文,悬索桥并列吊索整体风振特性与气动阻尼研究,铁道科学与工程学报,2020

华旭刚,王圣琪,陈政清,大跨径悬带桥颤振特性研究,中国公路学报,2020

华旭刚,黄智文,陈政清,大跨度悬索桥的多阶模态竖向涡振与控制,中国公路学报,2019

刘岗,封周权,华旭刚,陈政清,基于子集模拟的风机叶片可靠度分析,计算力学学报,2019

华旭刚,曹利景,王钰,陈政清,钢桁梁桥大悬臂状态顶推启动瞬态动力效应分析,桥梁建设,2019

温青,华旭刚,王修勇,陈政清,利用耦合系统自由振动响应识别结构被控模态和TMD参数,振动工程学报,2019.

温青,华旭刚等,基于耦合系统环境振动试验的结构和TMD参数识别,振动与冲击,2019

华旭刚,孙瑞丰,温青,陈政清,颜永先,基于新奇检测技术的桥梁涡激共振自动识别研究,振动工程学报,2018

华旭刚,杨坤,温青,陈政清,悬索桥钢桁梁断面质量惯性矩简化计算方法,湖南大学学报,2017

华旭刚,周洋,杨坤,温青,陈政清,李瑜,基于连续跳车激振的大跨度桥梁阻尼识别研究,铁道科学与工程学报,2017

温青,华旭刚,陈政清等,基于稳态简谐激励的人行桥模态参数识别研究,中国公路学报,2017

吴其林,华旭刚,胡腾飞,基于能量方法的拉索尾流驰振风洞试验研究,振动工程学报,2017

华旭刚,温青,陈政清,杨勇等,大跨度双层曲线斜拉桥人致振动减振优化与实测验证,振动工程学报,2016

温青,华旭刚,陈政清等,大跨度双层曲线斜拉桥人致振动试验研究,振动工程学报,2016

杨靖波,华旭刚,陈政清,何文飞,牛华伟(2010),约束阻尼层在输电塔振动控制中的应用研究,振动工程学报,

华旭刚,陈政清,杨靖波等(2010),大缩尺比气弹模型风洞试验紊流积分尺度修正,建筑结构学报,(10), 55-61

华旭刚,陈政清(2007). 基于ANSYS的桥梁全模态颤振频域分析方法,中国公路学报,20(5):  41-47.

华旭刚,陈政清,祝志文(2002).桥梁风致颤振分析以及在ANSYS中的实现,重庆交通学院学报,21(4):12-15.

华旭刚,陈政清(2002). 桥梁风致颤振临界状态的全域自动搜索法,工程力学,19(2):68-72.


【主要会议报告】

华旭刚 陈政清,黄智文,牛华伟,悬索桥的多阶涡振与减振技术研究,第25届桥梁工程年会暨第五届OVM技术论坛

华旭刚,大跨度桥梁的动力激振与模态识别技术,WTC2020成都论坛

华旭刚,陈政清,黄智文,基于监测数据的桥梁多阶模态涡振自动识别、响应特征及控制方法研究,World Transportation Conference, 2018

Hua XG, Chen ZQ and Huang ZW, Monitoring-based identification, response characteristics and control of VIV of suspension bridges. Proceedings of 14th China-Japan-Korea Worshop on Wind Engineering, June 21-23 2018, Seoul. 


【专利】

1. 华旭刚,陈政清,黄智文,徐凯,牛华伟,一种漂浮体系悬索桥加劲梁涡振的半主动控制方法及系统,CN201810736357.4(授权)

2. 陈政清,华旭刚,张弘毅,牛华伟,一种电涡流轴向阻尼器, CN201811375220.7(授权)

3. 陈政清,黄智文,王建辉,华旭刚,一种基于螺旋传动方式的轴向电涡流阻尼器,CN201420129007.9(授权)

4. 陈政清,陈谨林,华旭刚,一种适用于风力发电机组的浮桩式平台及其安装方法,201610138105.2(授权)

5. 华旭刚,徐凯,黄智文,陈政清,牛华伟,用于结构振动控制的紧凑式多重调谐质量电涡流阻尼器 - 201910145395.7(公开)

6. 华旭刚,陈孛,黄智文,陈政清,温青,用于抑制风力发电机叶片颤振失稳的被动式电涡流阻尼器 - 201910448741.9(公开)

7. 牛华伟,陈政清,华旭刚,一种产生顺风向脉动气流的主动格栅装置 - 201611055524.6;106370390B(授权)

8. 黄国平,华旭刚,胡建华,陈政清,一种基于雨流计数法的悬索桥梁端振动次数统计方法,201910452473.8(公开)

8.杨靖波,陈政清,华旭刚,一种特高压钢管塔减振装置 - 200910168264.7(授权)

10.张弘毅;陈政清;黄智文;华旭刚;牛华伟;陈谨林, 一种高耗能密度的扭转型电涡流阻尼装置及阻尼系统 - 202010821299.2(公开)

11.华旭刚,黄智文,陈政清,张弘毅,牛华伟,陈谨林,万田保,刘高,徐源庆,王忠彬,台玉吉,一种用于抑制桥梁主梁竖向振动的阻尼器减振系统CN202010858443.X(授权)

12.华旭刚,陈政清,王超群,李瑜,刘榕,黄智文,一种用于提高悬索桥扭转振动阻尼的吊索与加劲梁连接装置(公开)



奖励与荣誉

【奖励及荣誉】

2007年国家科技进步二等奖,排名第6, 柔性桥梁非线性设计和风致振动与控制的关键技术

2020年获湖南省技术发明一等奖,排名第2,高耗能密度高临界速度永磁电涡流阻尼新技术与应用

2016年获教育部自然科学二等奖,排名第1,大跨度桥梁气动稳定的基础理论与灾变机理

2014年教育部技术发明奖二等奖,排名第4,电涡流阻尼新技术及工程应用

2005年教育部自然科学二等奖,排名第5,柔性工程结构非线性行为与控制的研究

ASCE期刊Journal of Performance of Constructed Facilities最佳论文提名奖

2022年香港理工大学建设及环境学院首届“杰出校友学术成就奖”

【人才计划】

2020年获国家自然科学基金杰出青年基金资助

2014年获国家自然科学基金优秀青年基金资助

2010年入选交通运输部“交通科技青年英才”

2009年入选教育部“新世纪优秀人才”支持计划