Application of viscoelastic material in structures control

Wei Wen-hui , Tan Yue-hua

Journal of Wuhan University of Technology Materials Science Edition ›› 2004, Vol. 19 ›› Issue (1) : 91 -93.

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Journal of Wuhan University of Technology Materials Science Edition ›› 2004, Vol. 19 ›› Issue (1) : 91 -93. DOI: 10.1007/BF02838375
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Application of viscoelastic material in structures control

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Abstract

The factors influencing mechanical performances of viscoelastic material are studied. The proper finite element model for dynamical calculating the passive control of wind-earthquake resistance is constructed. A combined element stiffness matrix of damper-brace system is deduced. At last, the theoretical deduction is verified by comparing the theoretical results with experimental ones.

Keywords

energy-dissipation / viscoelastic materials / element stiffness matrix

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Wei Wen-hui, Tan Yue-hua. Application of viscoelastic material in structures control. Journal of Wuhan University of Technology Materials Science Edition, 2004, 19(1): 91-93 DOI:10.1007/BF02838375

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References

[1]

Tsai C S, Lee H H. Applications of Viscoelastic Dampers to High-Rise Buildings. J. of Stru, Eng., 1993, 9(4): 1222-1233.

[2]

Niwa N, Kobori T, Takahashi M, Hatada T, Kurino H, Tagam J.. Passive Seismic Response Controlled High-Rise Building with High Damping Device. Earthquake Engineering and Structural Dynamics, 1995, 24: 655-671.

[3]

Wenhui Wei, Weilian Qu. Control to Earthquake Responses of Frame Structures Added Viscoelastic-Friction Dampers. Earthquake Engineering and Engineering Vibration, 2002, 2: 18-18.

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