THE REDUCTION PRINCIPLE OF EARTHQUAKE AND CALCULATION OF SEISMIC COEFFICIENT OF ENGINEERING STRUCTURE USING VISCOELASTIC DAMPER

Chang Yejun; Xu Qingzheng; Zhang Fuyou; Cheng Wenrang

doi:10.13204/j.gyjz200506006

Volume 35 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(6): 21-25

Liang Shahe, Li Aiqun, Peng Fengbei. EXPERIMENTAL STUDY ON DYNAMIC PROPERTY OF CONTROLLABLE DAMPING-VISCOUS DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 39-42. doi: 10.13204/j.gyjz201005007

Citation:

Chang Yejun, Xu Qingzheng, Zhang Fuyou, Cheng Wenrang. THE REDUCTION PRINCIPLE OF EARTHQUAKE AND CALCULATION OF SEISMIC COEFFICIENT OF ENGINEERING STRUCTURE USING VISCOELASTIC DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 21-25. doi: 10.13204/j.gyjz200506006

Liang Shahe, Li Aiqun, Peng Fengbei. EXPERIMENTAL STUDY ON DYNAMIC PROPERTY OF CONTROLLABLE DAMPING-VISCOUS DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 39-42. doi: 10.13204/j.gyjz201005007

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THE REDUCTION PRINCIPLE OF EARTHQUAKE AND CALCULATION OF SEISMIC COEFFICIENT OF ENGINEERING STRUCTURE USING VISCOELASTIC DAMPER

doi: 10.13204/j.gyjz200506006

1.
1. Yancheng Civil &Architectural Society Yancheng 224005;
2.
2. College of Civil Engineering,Southeast University Nanjing 210096

Received Date: 2004-10-20
Publish Date: 2005-06-20

Abstract

Abstract

It is explored that the effect of varying the damping ratio and stiffness of engineering structure on earthquakeaction. The analytic result shows that the increased damping ratio can effectively reduce the structural dynamic response. Theenhanced stiffness can mitigate the structural displacement response. But it can not effectively control the structuralacceleration response. Based on the analysis and conclusion of the recent research results, and then combined with theseismic code, the modified formula for seismic coefficient of engineering structure using the viscoelastic damper is given atlast.
- engineering structure,
- viscoelastic damper,
- mitigation earthquake,
- seismic coefficient

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References(9)

References

GB 50011-2001 建筑抗震设计规范

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[4] 沈聚敏,周锡元,高小旺,等..抗震工程学.北京:中国建筑工业出版社,2000.49～67

[5] 常业军.粘弹性阻尼器及消能减震结构的研究与应用:[博士学位论文].南京:东南大学,2003.3

[6] 马东辉,等.阻尼比对设计反应谱的影响分析.工程抗震,1995(4):35～40

[7] Sadek F, Mohraz B. Linear Procedures for Structures with ViscoelasticDependent Dampers. ASCE, J. of Structural Engineering, 2000, 126 ( 8 ):887 ～ 895

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