SEISMIC RESPONSE ANALYSIS FOR FRAME STRUCTURE WITH SUPER-ELASTIC SHAPE MEMORY ALLOY DAMPER

Zuo Xiaobao; Li Aiqun; Ni Lifeng; Chen Qingfu

doi:10.13204/j.gyjz200410004

Volume 34 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(10): 13-16,20

Liu Chengcai, Song Rongfang. THE EXPERIMENTAL STUDY ON THE STRUCTURAL PERFORMANCE OF THE PRESTRESSED CONCRETE CONTINUOUS LAMINATED HOLLOW SLABS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 38-40. doi: 10.13204/j.gyjz201206010

Citation:

Zuo Xiaobao, Li Aiqun, Ni Lifeng, Chen Qingfu. SEISMIC RESPONSE ANALYSIS FOR FRAME STRUCTURE WITH SUPER-ELASTIC SHAPE MEMORY ALLOY DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 13-16,20. doi: 10.13204/j.gyjz200410004

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SEISMIC RESPONSE ANALYSIS FOR FRAME STRUCTURE WITH SUPER-ELASTIC SHAPE MEMORY ALLOY DAMPER

doi: 10.13204/j.gyjz200410004

1.
1. Nanjing University of Science and Technology Nanjing 210094;
2.
2. Southeast University Nanjing 210096;
3.
3. Jiangsu Fasten Group Company Jiangyin 214433

Received Date: 2004-05-01
Publish Date: 2004-10-20

Abstract

Abstract

A super-elastic shape memory alloy(SMA) damper is used in frame structural passive control.A simplified constitutive model of the super－elastic SMA is given.The mechanical model and the vibration equation for the frame structure with SMA dampers are set up.The vibration control effect is verified by time-history analysis of the practical structure under the earthquake.The results show that the super-elastic SMA damper has good effect on structural vibration control.
- shape memory alloy,
- damper,
- super-elasticity,
- frame structure,
- vibration control

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References(8)

References

Spencer Jr B F, Soong T T. New Applications and Development of Active, Semi-Active and Hybrid Control Techniques for Seismic and Non-Seismic Vibration in the USA. In: Proceedings of International PostSMIRT Conference Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibration of Structure. Cheju, Korea:1999.23,25

[2] 周锡元,阎维明,等建筑结构的隔振、减振和振动控制.建筑结构学报,2002,23(2):2～12

[3] Mauro D, Donatello C, Roberto M. Implementation and Testing of Passive Control Devices Based on Shape Memory Alloy. Earthquake Engineering and Structural Dynamics, 2000,29 (2): 945～968

[4] 赵连城,等合金的形状记忆效应与超弹性.北京:国防工业出版社,2002.64～66

[5] 左晓宝,李爱群,倪立峰,等.形状记忆合金的超弹性一维本构模型及其简化.见:中日结构减振及健康监测研讨会暨第三届中国结构抗振控制年会论文集上海:同济大学出版社,2002

[6] Lobo R F, Bracci J M, Shen K L, et al. Inelastic Response of R/C Structures with Viscoelastic Braces. Earthquake Spectra, 1993,9 ( 3 ):419～446

[7] 李杰,李国强.地震工程学导论北京:地震出版社,1992.136～140

[8] 杨国华.基于损伤的粘滞流体阻尼器结构控制研究:[学位论文].南京:东南大学,2002.58～59

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