STUDY ON DAMPERS IN NEW STRUCTURAL SYSTEM SUBJECTED TO SEISMIC LOADS

Lian Yeda; Zhang Xun'an; Bi Jinfeng; Wang Zhaoxia

doi:10.13204/j.gyjz200602005

Volume 36 Issue 2

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(2): 16-19

HUANG Min, DUAN Jingmin, MAO Qingchao, WANG Jiakai. SEISMIC DYNAMIC RESPONSE ANALYSIS OF TWIN TUNNELS WITH DIFFERENT LINING STIFFNESS IN MOUNTAINS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 39-46,63. doi: 10.13204/j.gyjzG21040603

Citation:

Lian Yeda, Zhang Xun'an, Bi Jinfeng, Wang Zhaoxia. STUDY ON DAMPERS IN NEW STRUCTURAL SYSTEM SUBJECTED TO SEISMIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 16-19. doi: 10.13204/j.gyjz200602005

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STUDY ON DAMPERS IN NEW STRUCTURAL SYSTEM SUBJECTED TO SEISMIC LOADS

doi: 10.13204/j.gyjz200602005

1.
1 College of Mechanics and Civil Engineering,Northwestern Polytechnic University Xi'an 710072;
2.
2 School of Civil Eng.,Xi'an Univ.of Arch.&Tech Xi'an 710055

Received Date: 2005-10-25
Publish Date: 2006-02-20

Abstract

Abstract

It is analyzed that random vibration spectrum and time history curve of reflection of mega-sub controlled structural system subjected to seismic loads. It is also observed that this new kind of structural system holds more merits of resisting seismic forces. The seismic reflections of the structure may be depressed further, when dampers are appropriately fixed in the sensitive part of the structure, which makes the best of dissipation capacity of dampers and can not weaken tuned advantage of subframes. For this new building system, viscous dampers are proposed, which can easily be actualized in practical engineering, can not change natural frequency of structure and produce prominent controlling effect.
- random vibration spectrum analysis,
- mega-sub controlled structural system,
- viscous dampers,
- tuned mass dampers,
- time history analysis

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References(4)

References

[2] 张洵安,张建霖,姜节胜.子结构刚度对巨型框架减振结构体系的动态特性影响.西北工业大学学报,2004,22 (1):59-63

Chai Winston,Feng Maria Q.Vibration Control of Super Tall Building Subjected to Wind Loads.Int J.Non-Linear Mechanics,1997,32(4):657-668

[3] 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,1997:144-145,187-188

[4] 梁启智,张耀华.巨型框架悬挂体系的地震反应特性及阻尼控制研究.华南理工大学学报,1999,27(1):106-108

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