The factors influencing mechanical performances of viscoelastic material are studied. The properfinite element model for dynamical calculating the passive control of wind-earthquake resistance is constructed. Acombined element stiffness matrix of damper-brace system is deduced. At last, the theoretical deduction is verified bycomparing the theoretical results with experimental ones.
参考文献
| [1] | C S Tsai;H H Lee .Applications of Viscoelastic Dampers to High-Rise Buildings[J].Journal of Structural Engineering,1993,9(04):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[J].Earthquake Engineering & Structural Dynamics,1995,24:655-671. |
| [3] | WEI Wenhui;Qu Weilian.Control to Earthquake Responses of Frame Structures Added Viscoelastic-Friction Dampers[J].地震工程与工程振动(英文版),2002(02):18. |
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