基本信息科学研究教育教学论文专著
基本信息


吴 斌，男，汉族，1970年生。教授，博士生导师；教育部新世纪优秀人才。结构与抗震试验中心主任。

主要从事结构动力实验技术和结构振动控制方面的研究工作。负责国家自然科学基金重大研究计划重点项目、973课题、国家科技支撑计划子课题等国家级科研项目10余项。 获教育部科技进步一等奖及黑龙江省青年科技奖。

荣誉称号
2005年 入选新世纪优秀人才计划2009年 获高等学校科学研究优秀成果奖一等奖（排名第三）2009年 获黑龙江省青年科技奖2013国家科技进步二等奖（排名第三）：结构振动控制与应用


工作经历
时间工作经历
1998.08-2000.08哈尔滨建筑大学建筑工程学院讲师
2000.09-2004.08哈尔滨工业大学土木工程学院副教授
2004.09-今 哈尔滨工业大学土木工程学院教授
2005.04-今哈尔滨工业大学土木工程学院博士生导师
2009.08-2013.07哈尔滨工业大学土木工程学院 副院长
2008.10-2009.07

2013.01-今

哈尔滨工业大学结构与抗震实验室 主任






教育经历
1988年-1992年, 武汉工业大学工业与民用建筑专业获学士学位1992年-1998年, 哈尔滨建筑大学结构力学专业获博士学位2002年-2003年,英国牛津大学工程科学系访问学者2006年-2006年,美国加州大学圣迭戈分校结构工程系访问学者


主要任职
国际结构实验学会理事中国振动工程学会结构抗振控制专业委员会委员中国振动工程学会结构动力学专业委员会委员中国建筑学会抗震防灾分会建筑结构抗倒塌专业委员会委员中国地震学会青年科技工作委员会委员中国土木工程学会防震减灾工程技术推广委员会委员黑龙江省建筑业协会工程质量监督与检测专业委员会副主任委员中国建筑学会抗震防灾分会抗震试验技术专业委员会委员中国土木工程学会桥梁及结构工程分会结构试验技术委员会委员


科研项目

项目名称上海磁悬浮铁路桥抗震设防与减隔震研究

项目来源上海市政工程设计研究院

开始时间2001-03-01

结束时间2001-07-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称北京饭店耗能减振加固试验研究

项目来源中国建筑科学研究院

开始时间1998-11-01

结束时间1999-01-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称钢筋结构损伤性能的可靠度设计与耗能减振控制

项目来源黑龙江省出站博士后科研启动基金

开始时间2001-01-01

结束时间2002-12-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称结构损伤性能的可靠度设计与耗能减振控制

项目来源哈尔滨工业大学科学研究基金

开始时间2001-01-01

结束时间2002-12-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称实时子结构试验技术及其在结构被动控制试验中的应用

项目来源教育部留学人员科研启动基金

开始时间2005-03-01

结束时间2006-03-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称耗能减振的新型装置、结构性能与设计方法

项目来源国家自然科学基金

开始时间1999-01-01

结束时间2002-12-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称JZ20-2NW海上平台磁流变阻尼减振装置

项目来源中海石油(中国)有限公司项目

开始时间2004-11-01

结束时间2006-10-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称现代结构拟动力地震模拟协同试验方法与系统

项目来源国家自然科学基金重点项目子项目

开始时间2004-01-01

结束时间2007-12-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称重大工程结构振动智能控制的理论和应用

项目来源国家自然科学基金重大国际合作研究项目子项目

开始时间2004-10-01

结束时间2007-12-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称新型平台结构智能阻尼减振隔震控制技术

项目来源国家高技术研究发展计划(863计划)项目子课题

开始时间2002-01-01

结束时间2006-06-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称村镇建筑隔震与消能减震技术研究

项目来源国家科技支撑计划项目子课题

开始时间2006-11-01

结束时间2010-12-01

担任角色负责
项目类别纵向项目
项目状态进行中


项目名称耗能减震及智能控制装置的定型化、检测标准及设计指南

项目来源国家科技支撑计划项目子课题

开始时间2007-01-01

结束时间2010-12-01

担任角色负责
项目类别纵向项目
项目状态进行中


项目名称实时拟动力实验研究

项目来源教育部新世纪优秀人才支持计划

开始时间2006-01-01

结束时间2008-12-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称结构控制实验的实时子结构技术

项目来源国家自然科学基金

开始时间2006-01-01

结束时间2008-12-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称城市建筑地震破坏的控制原理与方法

项目来源国家重点基础研究发展计划(973计划)课题

开始时间2008-01-01

结束时间2011-12-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称大型建筑及桥梁结构动力损伤过程的实时混合试验方法与技术

项目来源国家自然科学基金重大研究计划

开始时间2008-01-01

结束时间2011-12-01

担任角色负责
项目类别纵向项目
项目状态完成


项目名称建筑及桥梁抗倒塌性能的分布式大型子结构试验方法及平台

项目来源国家自然科学基金国际合作项目

开始时间2012-01-01

结束时间2016-12-01

担任角色负责
项目类别横向项目
项目状态完成


项目名称大型复杂结构地震灾变过程混合模拟关键技术及其开放式通用试验平台

项目来源国家自然科学基金重大研究计划

开始时间2013-01-01

结束时间2015-12-01

项目经费220

担任角色负责
项目类别横向项目
项目状态完成


奖项成果

奖项名称结构振动控制与应用

获奖时间2009

完成人欧进萍,李惠,吴斌,关新春,张春巍,郭安薪,毛晨曦,刘敏,李芦钰,李金海

所获奖项高等学校科学研究优秀成果奖一等奖



专利

研究领域
研究领域

结构动力实验技术结构振动控制 主要研究方向:

实时子结构试验方法结构耗能减震结构半主动控制


现有团队成员
许国山：哈尔滨工业大学博士，毕业论文：实时子结构试验的等效力控制方法丁 勇：香港理工大学博士，毕业论文：STRUCTURAL CONTROL AND CONDITION ASSESSMENT WITH SUBSTRUCTURE METHOD王 贞：哈尔滨工业大学博士，研究方向：作动器控制及积分算法赵俊贤：哈尔滨工业大学博士，毕业论文：全钢防屈曲支撑的抗震性能及稳定性设计方法谭晓晶：哈尔滨工业大学博士，研究方向：结构试验技术周惠蒙：哈尔滨工业大学博士，研究方向：实时混合试验中的控制问题研究刘 璐：哈尔滨工业大学博士，研究方向：自复位防屈曲支撑构件及抗弯钢框架设计方法王 涛：哈尔滨工业大学博士，研究方向：自适应子结构试验方法张家广：哈尔滨工业大学博士，研究方向：防屈曲支撑加固混凝土结构体系抗震性能研究陈永盛：哈尔滨工业大学博士，研究方向：自适应混合试验方法与平台潘天林：哈尔滨工业大学博士，研究方向：算法的数值稳定性与能量守恒算法梅 洋：哈尔滨工业大学博士，研究方向：结构振动控制与防屈曲支撑设计方法曾 聪：哈尔滨工业大学博士，研究方向：结构混合试验技术李 伟：哈尔滨工业大学博士，研究方向：结构抗震与振动控制梅 竹：哈尔滨工业大学博士，研究方向：拟动力试验与实时混合试验的识别技术鲁军凯：哈尔滨工业大学博士，研究方向：高层钢结构耗能减震体系的抗倒塌性能分析李 波：哈尔滨工业大学博士，研究方向：结构混合试验技术马亚文：哈尔滨工业大学硕士研究生：网络协同试验技术林 琦：哈尔滨工业大学硕士研究生：层间隔震结构的抗震性能及其动力子结构试验研究杨 格：哈尔滨工业大学硕士研究生：分布式混合试验P2P方法朱 芳：哈尔滨工业大学硕士研究生：防屈曲支撑构件的设计


讲授课程
本科生特种结构钢筋混凝土结构建筑抗震设计毕业设计毕业论文研究生结构隔振与耗能减震


招生信息
暂无填写


国际期刊论文
International Journal PapersWu B, Zhou H. Sliding Mode for Equivalent Force Control in Real-time Substructure Testing. Structural Control and Health Monitoring (Accepted)Wu B, Wang T. Model updating with constrained unscented Kalman filter for hybrid testing. Smart Structures and Systems (Accepted)Wang Z, Wu B, Bursi OS, Xu GS, Ding Y. An Effective Online Delay Estimation Method Based on a Simplified Physical System Model for Real-time Hybrid Simulation. Smart Structures and Systems (Accepted)Zhao J, Wu B, and Ou J. Local buckling behavior of steel angle core members in buckling-restrained braces: Cyclic tests, theoretical analysis, and design recommendations. Engineering Structures. (Accepted)Ding Y, Zhao B, Wu B. Structural System Identification with Extended Kalman Filter and Orthogonal Decomposition of Excitation. Mathematical Problems in Engineering, 2014, Article ID 987694, 10 PagesChen Z, Xu G, Wu B, Sun Y, Wang H, Wang F. Equivalent force control method for substructure pseudo-dynamic test of a full-scale masonry structure. Earthquake Engineering & Structural Dynamics. (Published online, DOI: 10.1002/eqe.2382)Zhao J, Wu B and Ou J. A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections, Journal of Constructional Steel Research, 2014, 95:106-115.Wu B, Wang Z and Bursi OS. Actuator Dynamics Compensation Based on Upper Bound Delay for Real-time Hybrid Simulation. Earthquake Engineering and Structural Dynamics. 2013, 42:1749–1765.Wu B, Shi P, Ou J. Seismic performance of structures incorporating magnetorheological dampers with pseudo‐negative stiffness. Structural Control and Health Monitoring, 2013, 20(3):405-421.Zhao J, Wu B, and Ou J. Global stability design method of buckling-restrained braces considering end bending moment transfer: Discussion on pinned connections with collars. Engineering Structures, 2013, 49: 947–962.Ding Y, Law SS, Wu B et al. Average acceleration discrete algorithm for force identification in state space. Engineering Structures, 2013, 56:1880-1892.Bursi.O.S, Wang Z, Jia C and Wu B. Monolithic and partitioned time integration methods for real-time heterogeneous simulations. Computational Mechanics. 2013, 52: 99-119.Wu B, Xu G, Li Y, Shing PB, Ou J. Performance and application of equivalent force control method for real-time substructure testing. Journal of Engineering Mechanics, ASCE. 2012, 138(11):1303-1316.Zhao J, Wu B and Ou J. Effect of brace end rotation on the global buckling behavior of pin-connected buckling-restrained braces with end collars. Engineering Structures, 2012, 40(7):240-253.Zhao J, Wu B and Ou J. Flexural demand on pin-connected buckling-restrained braces and design recommendations. Journal of Structural Engineering, ASCE. 2012, 138(11):1398-1415.Wu B, Shi P, Wang Q, Guan X, Ou J. Performance of an offshore platform with MR dampers subjected to ice and earthquake. Structural Control and Health Monitoring. 2011, 18:682-697.Zhao J, Wu B, and Ou J. A novel type of angle steel buckling-restrained brace: cyclic behavior and failure mechanism. Earthquake Engineering and Structural Dynamics, 2011, 40(10): 1083-1102.Wu B, Xu G, and Shing PB. Equivalent Force Control Method for Real-time Testing of Nonlinear Structures. Journal of Earthquake Engineering.2011, 15(1):143-164.Wu B, Deng L, and Yang X. Stability of Central Difference Method for Dynamic Real-time Substructure Testing. Earthquake Engineering and Structural Dynamics, 2009, 38(14):1649-1663.Wu B, Wang Q, Shing PB and Ou J. Equivalent Force Control Method for Generalized Real-time Substructure Testing with Implicit Integration. Earthquake Engineering and Structural Dynamics, 2007, 36: 1127-1149.Wu B, Xu G, Wang Q and Williams M. Operator-splitting Method for Real-time Substructure Testing. Earthquake Engineering and Structural Dynamics, 2006, 35(3), 293-314.Wu B, Bao H, Ou J and Tian S. Stability and Accuracy Analysis of Central Difference Method for Real-time Substructure Testing. Earthquake Engineering and Structural Dynamics, 2005, 34: 705-718.Wu B, Zhang J, Williams M, and Ou J. Hysteretic Behavior of Pall-typed Improved Frictional Dampers. Engineering Structures, 2005, 27: 1258-1267.Wu, B and Ou J. The Pseudo-Viscous Frictional Energy Dissipator : a New Device for Mitigating Seismic Effects. Earthquake Engineering and Structural Dynamics, 2003, 32(1), 31-48.Li Y, Wu B, and Ou J. Stability of the average acceleration method for structures with nonlinear damping. Earthquake Engineering and Engineering Vibration, 2006, 5(1): 87-92.


国际会议论文
International Conference PapersMa N, Wu B. Finite element analysis on critical constraint ratio of all-steel buckling restrained brace. Advanced Materials Research, 2012(374-377): 2126-2129. (EI)Wang T, Wu B, Zhang J. Online identification with least square method for pseudo-dynamic tests. Advanced Materials Research, 2011, 250-253: 2455-2459, (EI)Zhang J, Wu B Wang T. Adaptive substructure testing method based on least square. 2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011, pp 1907-1910, 22/4/2011. In Chinese. (EI)Mei Y, Wu B. A new type of buckling-restrained braces with combined concrete-filled steel tubes. Journal of Harbin Institute of Technology, 2011, 43(SUPPL.2):179-185. (EI)Tan X, Wu B. Substructure pseudo-dynamic testing of a full-scale confined masonry building. Advanced Materials Research, 2011, 250-253: 2566-2570. (EI)Zhang J, Wu B, Wang T. Adaptive substructure testing method based on least square. The International Workshop on Architecture, Civil and Environmental Engineering, ACEE 2011, 2011.04.15. IEEE. (EI, 录用)Wang Z, Bursi O S, and Wu B. Equivalent force control method with acceleration correction for real-time substructure testing of a split-mass system. The 11th International Symposium on Structural Engineering, Guangzhou, China, 2010.12Zhang J, Wu B. Research on smart control tests of ice-induced vibration control of offshore platform. 2010 International Conference on Intelligent Control and Information Processing, ICICIP. 2010: 342-347. (EI)Wu B, Xu G, Deng L, Chen Z, Wang Z, Jiang H, Wang H, and Wang F. Recent development of equivalent force control method for hybrid testing. 9th US National and 10th Canadian Conference on Earthquake Engineering: July 25-29, 2010, Toronto, Canadian.Zhao J, Wu B, and Ou J. Experimental study on the seismic behavior of a novel type of all-steel buckling-restrained braces. 9th US National and 10th Canadian Conference on Earthquake Engineering. Toronto, Canada. July 25-29, 2010.Zhao J, Wu B, and Ou J. Cyclic test of newly developed buckling-restrained braces. 11th World Conference on Seismic Isolation. Energy Dissipation and Active Vibration Control of Structures. Guangzhou, China. November 17-21, 2009.Wu B, Xu G, Li Y, Wang Z, Jiang H, Shing P B, and Ou J. Development of equivalent force control method for pseudo-dynamic and real-time substructure tests. The 3rd International Conference on Advances in Experimental Structural Engineering. San Fransisco. October 15-17, 2009.Wu B, Deng L, Wang Z, and Yang X. Stability analysis of central difference method for dynamic real-time substructure testing. 2009 American Control Conference. St. Louis. American. June 10-12, 2009. 5216-5221. (EI) Ma N, Wu B, Li H, Ou J, and Yang W. Full scale tests of all-steel buckling restrained braces. Proc. of SPIE Vol. 7288, Active and Passive Smart Structures and Integrated Systems. San Diego. March 9, 2009. (EI)Wu B, Xu G, Li Y, and Ou J. Application of equivalent force control method for real-time substructure testing. The 10th International Symposium on Structural Engineering for Young Experts. Changsha, China. October 19-21, 2008. 97-104. (ISTP)Li H, Ou J, Wu B, Guo A, and Guan X. Recent advances in structural vibration and failure mode control at HIT: theory, experiment and application. 10th International Symposium on Structural Engineering for Young Experts, 2008: 64-71. (ISTP)Wu B, Deng L, and Yang X. Central difference method for real-time substructure test considering specimen mass. The 14th World Conference on Earthquake Engineering. Beijing, China. October 12-17, 2008.Wu B, Xu G, Li Y, Shing P B, and Ou J. Performance of equivalent force control method for real-time substructure testing. The 14th World Conference on Earthquake Engineering. Beijing, China. October 12-17, 2008.Ma N, Wu B, Zhao J, Li H, Ou J, and Yang W. Full scale test of all-steel buckling restrained braces. The 14th World Conference on Earthquake Engineering. Beijing, China. October 12-17, 2008.Ma N, Zhao J, Wu B, Li H, Wu Y, and Ou J. Full scale subassemblage test of all-steel buckling restrained brace. Proceeding of The Tenth International Symposium on Structural Engineering for Young Experts. 2008, volⅠ: 949-954. (ISTP)Ma N, Wu B, Li H, Zhao J, and Ou J. Full scale uniaxial tests of all-steel buckling-restrained brace. The 5th International Workshop on Structural Control and Monitoring. June 5-6, 2008.Xu G and Wu B. Experimental study on equivalent force control method for real-time substructure testing. 2nd International conference on advances in experimental structure engineering. Tongji Univ., Shanghai, China. December 4-6, 2007.Xu G and Wu B. Real-time substructure testing with equivalent force control method and its application to smart damping. World Forum on Smart Materials and Smart Structures Technology. Chongqing & Nanjing, China. May 22-27, 2007.Wu B, Wang Q, Shi P, Ou J, and Guan X. Real-time substructure test of JZ20-2NW offshore platform with semi-active MR dampers. 4th World Conference on Structural Control and Monitoring. San Diego, US. July 11-13, 2006, or 4th International Conference on Earthquake Engineering, Taipei, Taiwan, October 12-13, 2006.Wu B, Wang Q, and Ou J. Virtual force control method for real-time substructure testing with implicit integration algorithms. First European Conference on Earthquake Engineering and Seismology. Geneva, Switzerland. September 3-8, 2006.Wu B, Wang Q, and Ou J. Stability analysis of operator-splitting method for real-time substructure testing with actuator delay and compensation. The Eighth US National Conference on Earthquake Engineering. San Francisco, California. April 18-22, 2006.Wang Q, Wu B, Ou J, Guan X, and Shi P. Real-time substructure test of JZ20-2NW offshore platform with passive MR dampers. The Eighth US National Conference on Earthquake Engineering. San Francisco, California. April 18-22, 2006.Guan X, Li J, Wu B, Ou J. An experimental study of magnetorheological fluid dampers for vibration control of one offshore platform. Smart Structures and Materials, 2006: Damping and Isolation, 27/2/2006. (EI, ISTP)Guan X, Li J, Wu B, and Ou J. An Experimental study of MR fluid dampers for vibration control of one offshore platform. Proceedings of SPIE’s 13th Annual International Symposium on Smart Structures and Materials. 2006. (EI)Wu B, Wang Q, and Ou J. Numerical study of operator-splitting method for real-time substructure testing with actuator delay and compensation. 2005 Annual Meeting of Asia-Pacific Network of Centers on Earthquake Engineering Research. Jeju, Korea. November 10-13, 2005.Wu B and Xu G. Numerical behavior of operator-splitting method for real-time substructure testing. The First International Conference on Advances in Experimental Structural Engineering. Nagoya, Japan. July 19-21, 2005.Qianying Wang, Bin Wu, Jinping Ou. Numerical analysis of effect of actuator delay in real-time substructure testing. Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2005, 37(S3):229-232. (EI)Wu B, Zhang J, Ou J, and Williams M. Hysteretic behaviour of an improved pseudo-viscous frictional damper. 13th World Conference on Earthquake Engineering. Vancouver, B.C., Canada. 2004, Paper No.1992.Williams M S, Blakeborough A, and Wu B. Static and real-time dynamic testing of passive dissipation devices. 13th World Conference on Earthquake Engineering. Vancouver, B.C., Canada. 2004, Paper No.1889.Wu B, Wang Q, and Ou J. Sliding mode control of structural vibration with unmatched uncertainty. Proceedings of the International Symposium on Network and Center-Based Research For Smart Structures Technologies and Earthquake Engineering. Osaka, Japan. July 6-9, 2004.Wu B, Wang Q, Bao H, and Ou J. Analysis and preliminary experimental study on central difference method for real-time substructure testing. The Annual conference of Asia-Pacific Network of Centers for Earthquake Engineering Research. Honolulu, Hawaii, USA. July 28-30, 2004.Wu B and Zhang J. Further analysis of the brace forces of pall frictional dampers. Proceedings of the Eighth International Symposium on Structural Engineering for Young Experts. Xi’an, China, 363-370. August 20-23, 2004. (ISTP)Wu B and Bao H. Stability analysis of central difference method for real-time substructure testing of sdof and mdof structure. Proceedings of the Third International Conference on Earthquake Engineering. Nanjing, China. October 19-20, 2004. (ISTP)Wu B, Zhang J, Ou J. Numerical analysis of hysteretic behavior and brace force of pseudo-viscous frictional dampers. Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2003, 35(7): 834,838,843,849. (EI)Wu B, Zhang J, Ou J. Analysis of hysteretic behavior of Pall-typed frictional dampers considering geometry nonlinearity. Gongcheng Lixue/Engineering Mechanics, 2003, 20(1): 21-26, 47. (EI)Ou J, Wu B, and Long X. Seismic analysis and design approaches of passive energy dissipation systems. Proceedings of First International Conference of Structural Engineering. 469-476. Kunming, China. 1999.


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