RESEARCH ON A NEW DAMPER AND ITS APPLICATION IN VIBRATION CONTROL OF A BUILDING

Zhao Dong; Wang Weiqiang; Ma Rujian; Cai Dongmei

doi:10.13204/j.gyjz200602001

Volume 36 Issue 2

Dec. 2014

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Zhao Dong, Wang Weiqiang, Ma Rujian, Cai Dongmei. RESEARCH ON A NEW DAMPER AND ITS APPLICATION IN VIBRATION CONTROL OF A BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 1-4. doi: 10.13204/j.gyjz200602001

Citation:

Zhao Dong, Wang Weiqiang, Ma Rujian, Cai Dongmei. RESEARCH ON A NEW DAMPER AND ITS APPLICATION IN VIBRATION CONTROL OF A BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 1-4. doi: 10.13204/j.gyjz200602001

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RESEARCH ON A NEW DAMPER AND ITS APPLICATION IN VIBRATION CONTROL OF A BUILDING

doi: 10.13204/j.gyjz200602001

1.
1 School of Mechanical Engineering,Shandong University Jinan 250061;
2.
2 School of Mechanical Engineering,Jinan University Jinan 250022

Received Date: 2005-08-26
Publish Date: 2006-02-20

Abstract

Abstract

It is explored the vibrational energy dissipation theory of a new dry friction damper and its application in vibration control of a building . The research shows that the new dampers have traditional dampersc merit and overcome the shortcoming that can only offer invariable friction. At the same time, they can be controlled by the signal of the vibration of the building . So the ability of energy dissipation and vibration control effect is augmented. The simulation using finite element program proved that the vibration of the building is reduced with the use of this damper.
- dry friction damper,
- energy dissipation equipment,
- vibration control,
- vibration reducing structure

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References(14)

References

[2] 王优龙,魏琏.隔震技术的研究与应用.北京:地震出版社,1991:1-67

吴波,李惠.建筑结构被动控制的理论与应用.哈尔滨:哈尔滨工业大学出版社,1997:142-190

[3] 刘季.中国结构控制研究状况.哈尔滨建筑大学学报,1993,26(4):96-101

[4] Soong T T,Hanson R D.State of the Art of Active Structural Control Research in the U S//Proc.of US/China/Japan Trilateral/Workshop on Structural Control.Shanghai:1992:389-408

[5] 周福霖.工程结构减震控制.北京:地震出版社,1997:241-250

[6] 武田寿一.建筑隔震、防振与控振.北京:中国建筑工业出版社,1997:28-67

[7] Soong T T,Reinhorn A M.Case Studies of Active Control and Implementatinnal Issues.Proc.of ATC-17-1 Seminar on Seismic Isolation,Passive Energy Dissipation,and Active Control,1993,2(11/12):223-232

[8] 周云.耗能减振理论与设计:[学位论文].哈尔滨:哈尔滨建筑大学,1996:38-90

[9] 李桂青,周宏伟.结构控制进展.北京:地震出版社,1992:62-120

[10] Yang J N,Li Z.Nolinear Control of Buildings Using Hybrid Systems.Proc.of ATC-17-1 Seminar on Seismic Isolation,Passive Energy Dissipation,and Active Control,1993,2(11/12):162-451

[11] Craig J l,Calisle A J.Active-Passive Damping for Structural Response Attention in Buildings Using Cladding.Proc.of ATC-17-1 Seminar on Seismic Isolation,Passive Energy Dissipation,and Active Control,1993,2(11/12):342-387

[12] Filiatrault A,Cherry S.Seismic Design Spectra for Friction Damped Structure.J.of Structural Engineering,1996,116(5):547-554

[13] Vezina S,Proulx P.Friction Dampers for Aseism is Design of Canadian Space Agency//Tenth of W EEC,Balkema.Rotterdam:1992:320-385

[14] Pall A,Vezina S.Friction Dampers for Seismic Control of Canadian Space Agency Headquarters.Earthquake Spectra,1993,9(3):367-375

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