APPROACHES TO STRUCTURAL VIBRATION CONTROL FOR CIVIL ENGINEERING

Qi Xing-jun; Li Xiao-jun; Liu Ping

doi:10.13204/j.gyjz200608019

Volume 36 Issue 8

Dec. 2014

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Qi Xing-jun, Li Xiao-jun, Liu Ping. APPROACHES TO STRUCTURAL VIBRATION CONTROL FOR CIVIL ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 59-63,100. doi: 10.13204/j.gyjz200608019

Citation:

Qi Xing-jun, Li Xiao-jun, Liu Ping. APPROACHES TO STRUCTURAL VIBRATION CONTROL FOR CIVIL ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 59-63,100. doi: 10.13204/j.gyjz200608019

Qi Xing-jun, Li Xiao-jun, Liu Ping. APPROACHES TO STRUCTURAL VIBRATION CONTROL FOR CIVIL ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 59-63,100. doi: 10.13204/j.gyjz200608019

Citation:

Qi Xing-jun, Li Xiao-jun, Liu Ping. APPROACHES TO STRUCTURAL VIBRATION CONTROL FOR CIVIL ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 59-63,100. doi: 10.13204/j.gyjz200608019

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APPROACHES TO STRUCTURAL VIBRATION CONTROL FOR CIVIL ENGINEERING

doi: 10.13204/j.gyjz200608019

1.
1. Department of Civil Engineering,Shandong Institute of Architecture and Engineering Jinan 250101;
2.
2. Institute of Engineering Mechanics,China Earthquake Administration Harbin 150080;
3.
3. School of Civil Engineering,Guangxi University Nanning 530004

Received Date: 2005-12-20
Publish Date: 2006-08-20

Abstract

Abstract

The approaches to structural vibration control of civil engineering are summarized. The theory and application of the four approaches including passive control, active control, semi active control and hybrid control are introduced, and the Benchmark Problem is also introduced. In the end, the development trend is discussed.
- structural vibration control,
- Benchmark problem,
- development trend

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References(41)

References

范立础,王志强.桥梁减隔震设计.北京:人民交通出版社,2000:1-122

[2] 彭刚,张国栋.土木工程结构振动控制.武汉:武汉理工大学出版社,2002:1-152

[3] 周福霖.工程结构减震控制.北京:地震出版社,1997:1-226

[4] 蔡婧.大跨斜拉桥地震反应的主动控制研究:[博士学位论文].成都:西南交通大学,2001

[5] 余钱华.桥梁结构被动控制的理论与实验研究:[博士学位论文].上海:同济大学,2001

[6] 江宜城.建筑结构基础隔震扭转反应研究:[博士学位论文]武汉:华中科技大学,2001

[7] 潘开名.橡胶垫减震台原位测试及动力响应分析:[博士学位论文].沈阳:东北大学,2002

[8] 赵世峰.夹层橡胶垫基础隔震结构的研究与应用:[博士学位论文].南京:东南大学,2001

[9] 刘世忠,欧阳永金,朱东生.梁桥振动控制.甘肃科学学报,2002,14(1):55-58

[10] 范立础.桥梁抗震.上海:同济大学出版社,1997:1-312

[11] EERI,Theme Issue:Passive Energy Dissipation.Earthquake Spectra,1993,9(3):115-122

[12] Constantinou MC,Soong TT,Dargush GF.Passive Energy Dissipation Systems for Structural Design and Retrofit,NCEER Monograph,National Center for Earthquake Engineering Research,Buffalo:1996:36-47

[13] 熊俊明.可控调谐液体阻尼器系统对高层建筑地震反应控制的研究:[博士学位论文].广州:华南理工大学,2001

[14] 顾明,陈苏人,张志成.大跨桥梁风致振动的半主动控制.振动工程学报,2002,15(4):52-57

[15] 欧进萍.结构振动控制--主动、半主动和智能控制.北京:科学出版社,2003:1-540

[16] Honsner G W.Structural Control:Past Present and Future.J.Engrg.Mech.ASCE,1997,12(4):134-141

[17] Dyke SJ,Spencer BF,Quast P,et al.Role of Control-Structure Interaction in Protective System Design.Journal of Engineering,Mechanics,1995,121(2):322-338

[18] 甄宝山.桥梁结构地震反应控制算法研究:[硕士学位论文].成都:西南交通大学,2001

[19] Spencer B F,Jr.Michael K Sain.Controlling Buildings:A New Frontier in Feedback.Special Issue of the IEEE Control Systems Magazine on Emerging Technology,1997,17(6):19-35

[20] Kobori T.Future Direction on Research and Development of Seismic-Response-Controlled Structure// Proc.1st World Conf.on Struct.Control.Los Angeles:1994:322-329

[21] Kobori T,Takahashi M,Nasu T,et al.Seismic Response Controlled Structure with Active Variable Stiffness System.Earthquake Engineering and Structural Dynamics,1993,22:925-941

[22] Michael D Symans,Michael C Constantinou.Semi-Active Control Systems for Seismic Protection of Structures:A Tate-of-the-Art Review.Engineering Structures,1999,21:469-487

[23] Kobori T,Takahashi M,Nasu T,et al.Seismic Response Controlled Structure with Active Variable Stiffness System.Earthquake Engineering and Structural Dynamics,1993,22:925-941

[24] 李敏霞.大型渡槽隔震耗能混合减振技术的研究和足尺度刚度结构振动控制技术的研究:[博士后研究论文].北京:中国水利水电科学研究院,2000

[25] 庄中华,李敏霞,孙大胜,等.变刚度振动控制在电信大楼抗震设计中的应用研究.振动与冲击,2002,21(2):7-10

[26] Feng Q,Shinozuka M.Use of a Variable Damper for Hybrid Control of Bridge Response Under Earthquake//Proc.U.S.National Workshop on Struct.Control Research.USA:1990

[27] Kawashima K,Unjoh S,Iida H,et al.Effectiveness of the Variable Damper for Reducing Seismic Response of Highway Bridges//Proceedings of Second U.S.-Japan Workshop on Earthquake Protective Systems for Bridges,PWRI,Tsukuba Science,1992

[28] 袁雪松.半主动变阻尼控制器对结构振动控制的理论与试验研究:[硕士学位论文].哈尔滨:哈尔滨工业大学,2001

[29] Carlson J D,Weiss K D.A Growing Attraction to Magnetic Fluids.Machine Design,1994(8):61-64

[30] 何旭辉,陈政清,黄方林,等.洞庭湖大桥斜拉索减振试验研究.振动工程学报,2002,15(4):72-77

[31] 刘季,周云.结构抗震控制的研究和应用状况.哈尔滨建筑大学学报,1995,28(5):1-6

[32] Soong T T,Reinborn A M.An Overview of Active and Hybrid Structural Control Research in the U.S..The Struct.Dyn.Design of Tall Buildings,1993(2):192-209

[33] Yang J N,Wu J C,Samali B,et al.A Benchmark Problem for Response Control of Wind-Excited Tall Buildings//Proceedings of the 2nd World Conference on Structural Control,1998

[35] Dai Zebing,Huang Jinzhi,Wang Hongxia.Semi-Active Control of a Cable-Stayed Bridge Under Multiple-Support Excitations.Journal of Zhejiang University Science,2004,5(3):317-325

[36] Moon S J,Bergman L A,Voularis P G.Sliding Mode Control of a Semiactively Controlled Cable-Stayed Bridge//Proceedings of the Third World Conference on Structural Control,Como:2002

[37] Agrawal A K,Yang J N,He W L.Performance Evaluation of Some Semi-Active Control Systems for a Benchmark Cable-Stayed Bridge.J.Structural Engrg.,ASCE,2002,(6):85-92

[38] 毛剑琴,卜庆忠,张杰,等.结构振动控制的新进展.控制理论与应用,2001,18(5):647-652

[39] 孙作玉.基于动态递归神经网络的半主动控制结构响应预测.振动工程学报,2000,13(3):443-448

[40] 孙作玉.何玉敖.结构振动的变阻尼半主动遗传控制算法.天津大学学报,2000,33(1):29-32

[41] 张微敬,欧进萍.智能控制算法及其在结构振动控制中的应用.世界地震工程,2002,18(2):32-38

[42] 王社良,苏三庆,沈亚鹏.形状记忆合金拉索被动控制结构地震响应分析.土木工程学报,2000,33(1):26-62

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