|Table of Contents|

Structural Vibration Control Based on Energy Harvesting in Civil Engineering(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2009年02期
Page:
9-
Research Field:
Publishing date:
2009-06-20

Info

Title:
Structural Vibration Control Based on Energy Harvesting in Civil Engineering
Author(s):
CHEN Zheng-qing WANG Zhi-hao
School of Civil Engineering, Hunan University, Changsha 410082, Hunan, China
Keywords:
structural vibration control active control semi-active control vibration energy harvesting magnetorheological damper
PACS:
TU352.1
DOI:
-
Abstract:
To make the active and semi-active vibration control system in civil engineering get rid of external power supply, several kinds of structural vibration control systems based on energy harvesting and utilizing were summarized. On the basis of it, one vibration control system combing the magnetorheological(MR)damper with energy regeneration was presented, which could realize the self-powered and self-sensing control. The potential application, problem demanding prompt solution as well as the further research direction of this system were pointed out at last. The study results show that the system can be regarded as passive control device or semi-active control system with different control circuits, meanwhile, it can be used to develop the hybrid control system with other structural control system.

References:

[1] YAO T P.Concept of Structural Control[J].Journal of the Structural Division,1972,98(7):1567-1574.
[2]HOUSNER G W,BERGMAN L A,CAUGHEY T K,et al.Structural Control:Past,Present and Future[J].Journal of Engineering Mechanics,1997,123(9):897-971.
[3]SPENCER B F J,NAGARAJAIAH S.State of the Art of Structural Control[J].Journal of Structural and Engineering,2003,129(7):845-856.
[4]欧进萍.结构振动控制--主动、半主动和智能控制[M].北京:科学出版社,2003. OU Jin-ping.Structural Vibration Control-Active,Semi-active and Intelligent Control[M].Beijing:Science Press,2003.
[5]孙作玉,刘 季.结构振动的无能源主动控制[J].地震工程与工程振动,1999,19(3):102-105. SUN Zuo-yu,LIU Ji.Active Structural Control Without Power Supply[J].Earthquake Engineering and Engineering Vibration,1999,19(3):102-105.
[6]张永山,孙作玉,何玉敖.换能器与作动器同层布置时的无能源主动控制[J].哈尔滨工业大学学报,2001,33(3):333-335. ZHANG Yong-shan,SUN Zuo-yu,HE Yu-ao.ACWPS with Transducer and Actuator Placed on the Same Floor[J].Journal of Harbin Institute of Technology,2001,33(3):333-335.
[7]孙作玉,程树良,王焕定.隔震换能系统的换能效率及振动控制效果的研究[J].工程力学,2005,22(2):132-136. SUN Zuo-yu,CHENG Shu-liang,WANG Huan-ding.On Energy Transition Efficiency and Control Effect of Base-isolated Structure with Transducer[J].Engin-eering Mechanics,2005,22(2):132-136.
[8]程树良,王焕定,孙作玉.隔震换能系统换能效果试验研究[J].工程力学,2006,23(11):38-44. CHENG Shu-liang,WANG Huan-ding,SUN Zuo-yu.Experimental Study on Effect of Energy Transition of Base-isolation with Energy Transducer System[J].Engineering Mechanics,2006,23(11):38-44.
[9]NERVES A C,KRISHNAN R A.Strategy for Active Control ofTall Civil Structures Using Regenerative Electric Actuators[C]//LIN Y K,SU T C.Proceedings of 11th ASCE Engineering Mechanics Specialists Conference.Lauderdale:ASCE,1996:503-506.
[10]SUDA Y,SHIIBA T.New Hybrid Suspension System with Active Control and Energy Regeneration[J].Vehicle System Dynamics,1996,25(S1):641-654.
[11]KIM K S,CHOI S B,CHEONG C C.ER Suspension System with Energy Generation[J].Journal of Intelligent Material Systems and Structures,1999,10(9):738-742.
[12]NAKANO K,SUDA Y,NAKADAI S.Self-powered Active Vibration Control Using a Single Electric Actuator[J].Journal of Sound and Vibration,2003,260(2):213-235.
[13]SODANO H A,BAE J S.Eddy Current Damping in Structures[J].The Shock and Vibration Digest,2004,36(6):469-478.
[14]SODANO H A,INMAN D J.Modeling of a New Active Eddy Current Vibration Control System[J].Journal of Dynamic Systems,Measurement,and Control,2008,130(2):1-11.
[15]PALOMERA-ARIAS R,CONNOR J J,OCHSENDORF J A.Feasibility Study of Passive Electromagnetic Damping Systems[J].Journal of Structural Engineering,2008,134(1):164-170.
[16]SCRUGGS J T,LINDNER D.Active Energy Control in Civil Structure[C]//LIU S C.Proceedings of SPIE Conference on Smart Systems for Bridges,Structures,and Highways.Newport Beach:SPIE,1999:194-205.
[17]SCRUGGS J T,IWAN W D.Control of Civil Structure Using an Electric Machine with Semi-active Capability[J].Journal of Structural Engineering,2003,129(7):951-959.
[18]SCRUGGS J T,IWAN W D.Optimal Non-local and Asymmetric Structural Damping Using Regenerative Force Actuation Networks [J].Journal of Engineering Mechanics,2006,132(9):932-940.
[19]DYKE S J,SPENCER B F,SAIN M K,et al.Modeling and Control of Magnetorheological Dampers for Seismic Response Reduction [J].Smart Material and Structures,1996,5(5):565-575.
[20]禹见达,陈政清,曹 宏,等.永磁调节式MR阻尼器试验研究及工程应用[J].振动工程学报,2006,19(4):532-536. YU Jian-da,CHEN Zheng-qing,CAO Hong,et al.Experimental Study and Implementation of the Adjustable Permanent Magnet MR Damper[J].Journal of Vibration Engineering,2006,19(4):532-536.
[21]赖大坤,王代华.一种磁流变阻尼器振动自传感技术[J].功能材料,2006,37(7):1176-1178. LAI Da-kun,WANG Dai-hua.A Vibration Self-sensing Technique for Magnetorheological Dampers[J].Journal of Functional Materials,2006,37(7):1176-1178.
[22]CHO S W,JUNG H J,LEE I W.Smart Passive System Based on Magnetorheological Damper[J].Smart Materials and Structures,2005,14(4):707-714.
[23]CHO S W,JO J S,JUNG H J,et al.Performance Verification of Smart Passive Damping System At-tached to Stay Cable[C]//RAMESH B M,WIESLAW K B,ARUP K M.Proceedings of the 10th Biennial International Conference on Engineering,Construction,and Operations in Challenging Environments.Houston:ASCE,2006:152-159.
[24]CHOI K M,JUNG H J,LEE H J,et al.Feasibility Study of an MR Damper-based Smart Passive Control System Employing an Electromagnetic Induction Device[J].Smart Materials and Structures,2007,16(6):2323-2329.
[25]陈政清.自供电磁流变智能减振系统:中国,101086179[P].2007-12-12. CHEN Zheng-qing.Vibration Control System with Smart Self-powered MR Damper:China,101086179[P].2007-12-12.
[26]SPENCER B F,DYKE S J,SAIN M K,et al.Phenomenological Model of a Magnetorheological Damper[J].Journal of Engineering Mechanics,1997,23(3):230-238.
[27] BERTON S,BOLANDER J E.Amplification System for Supplemental Damping Devices in Seismic Applications[J].Journal of Structural Engineering,2005,131(6):979-983.
[28]王保兵,韩江水.MR阻尼器的特性试验研究[J].西安科技大学学报,2008,28(1):105-108. WANG Bao-bing,HAN Jiang-shui.Experimental Study on Performance of MR Damper[J].Journal of Xi'an University of Science and Technology,2008,28(1):105-108.
[29]周建中,赵鸿铁.恢复力曲线模型及其对控震效果的影响研究[J].西安科技大学学报,2003,23(3):267-269. ZHOU Jian-zhong,ZHAO Hong-tie.Hysteretic Curve Model and Its Influence on the Effect of Earthquake Control[J].Journal of Xi'an University of Science and Technology,2003,23(3):267-269.
[30]王永刚,郑碧玉.可控阻尼对隔振系统的影响[J].长安大学学报:自然科学版,2005,25(5):108-112. WANG Yong-gang,ZHENG Bi-yu.Effects of Controlled Damping on Isolation System Response[J].Journal of Chang'an University:Natural Science Edition,2005,25(5):108-112.
[31]谭冬莲,肖汝诚.基于改进Gauss-Newton法的在役桥梁结构参数识别[J].长安大学学报:自然科学版,2007,27(4):57-60. TAN Dong-lian,XIAO Ru-cheng.Parameter Identification of Existing Bridge Structure Based on Improved Gauss-Newton Algorithm[J].Journal of Chang'an University:Natural Science Edition,2007,27(4):57-60.
[32]王国庆,王 帑,张宗涛,等.考虑碰撞和阻尼的弹性机构动力学分析[J].长安大学学报:自然科学版,2008,28(4):99-102. WANG Guo-qing,WANG Tang,ZHANG Zong-tao,et al.Dynamics of Elastic Mechanism Considering Contact and Damping[J].Journal of Chang'an University:Natural Science Edition,2008,28(4):99-102.
[33]WANG Z H,CHEN Z Q,SPENCER B F.Self-powered and Sensing Control System Based on MR Damper:Presentation and Application[C]//SPIE.Proceedings of SPIE Conference on Smart Structures and Materials & Nondestructive Evaluation and Health Monitoring.San Deigo:SPIE,2009:40-49.

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Last Update: 2009-06-20