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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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

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

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