分析结构参数单独变异，以及同时变异对框剪结构地震响应的影响。
An analysis is thus given to the effects of independent variation and simultaneous variation of structural parameters on the seismic dynamic response of frame shear structure.
结果表明，粘滞阻尼器能有效地消耗地震输入能，减小结构地震响应。
The results indicate that viscous dampers consume earthquake input energy effectively, and reduce the earthquake response of the structure.
MR阻尼器能提供可以调节的阻尼力，适合用作减少结构地震响应的半主动控制器。
MR damper can provide variable damping forces. It is suitable to be used as semi-active controller to reduce seismic response of structures.
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