THE EFFECT OF DAMPING SYSTEM PARAMETERS OF CONVERSION LAYER FOR BOTTOM FRAME ON ASEISMIC PERFORMANCE

Zhong Zhenyu

doi:10.13204/j.gyjz200707014

Volume 37 Issue 7

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(7): 44-46

Gu Song, Lei Ting, Tao Junlin. EXPERIMENTAL STUDY ON MIX DESIGN AND EARLY STRENGTH OF RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 1-4. doi: 10.13204/j.gyjz201204001

Citation:

Zhong Zhenyu. THE EFFECT OF DAMPING SYSTEM PARAMETERS OF CONVERSION LAYER FOR BOTTOM FRAME ON ASEISMIC PERFORMANCE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 44-46. doi: 10.13204/j.gyjz200707014

Gu Song, Lei Ting, Tao Junlin. EXPERIMENTAL STUDY ON MIX DESIGN AND EARLY STRENGTH OF RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 1-4. doi: 10.13204/j.gyjz201204001

Citation:

Zhong Zhenyu. THE EFFECT OF DAMPING SYSTEM PARAMETERS OF CONVERSION LAYER FOR BOTTOM FRAME ON ASEISMIC PERFORMANCE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 44-46. doi: 10.13204/j.gyjz200707014

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THE EFFECT OF DAMPING SYSTEM PARAMETERS OF CONVERSION LAYER FOR BOTTOM FRAME ON ASEISMIC PERFORMANCE

doi: 10.13204/j.gyjz200707014

Zhong Zhenyu

1.
Department of Architecture and Engineering,Zhejiang Industry Polytechnic College Shaoxing 312000

Received Date: 2007-03-09
Publish Date: 2007-07-20

Abstract

Abstract

Bottom frame is a common structural form.A new antiseismic method by setting shock insulation in conversion layer is presented in order to avoid setting too many earthquake resisting walls.The dynamic equation of structure is set up and antiseismic characteristic of this structure affected by variable parameters is analysed.The distinct antiseismic effect can be obtained after chosing rational parameters of damping component.
- bottom frame,
- antiseismic,
- parameters selection

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References(4)

References

[2] GB 50003-2001 砌体结构设计规范

GB 50011-2001 建筑抗震设计规范

[3] 祁皑,林云腾,郑国琛.层间隔震结构工作机理研究.地震工程与工程振动,2006,26(4):239-243

[4] 李宏男,李忠献,祁皑,等.结构振动与控制.北京:中国建筑工业出版社,2005

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