1·Features of Viscous Damper.
粘滞阻尼器的特点。
2·The equivalent damping coefficient between linear and nonlinear viscous damper is investigated.
分析了线性粘滞阻尼器与非线性粘滞阻尼器阻尼系数的等效关系。
3·Based on the semi-active control theory, a new type clearance viscous damper is presented in this paper.
基于半主动控制理论，本文提出一种新型的间隙式粘滞阻尼器。
4·From power balance and energy balance analysis of the viscous damper set-up the structure of the energy principle.
分别从动力平衡和能量平衡的角度分析了设置粘滞阻尼器的结构的耗能原理。
5·The computing results prove that the viscous damper is a high-performance structural vibration energy dissipation device.
计算表明，流体阻尼器可有效地降低结构的振动反应，是一种性能良好的。
6·Viscous damper is suitable to the seismic vibration control of space frame structures, furthermore , its effect is excellent.
可以看出，粘滞阻尼器是一种适合应用于空间网架结构的减震系统。
7·Attaching viscous damper in the upper structure can greatly reduce the possibility of overturning the building in the earthquake.
在上部结构附设粘滞性阻尼器，在地震时可以大大降低建筑物倾覆的可能性。
8·The effect of brace 'stiffness on the shock absorption of nonlinear viscous damper is analyzed for the single degree of freedom model.
就单自由度系统，分析了斜支撑刚度对阻尼器减震效果的影响。
9·Assuming the same damping coefficient, the viscous damper possessing smaller velocity index will get much better controlling performance.
在相同阻尼系数的情况下，粘滞阻尼器的速度指数越小，其防碰撞效果越好。
10·And the metallic damper is better in controlling the horizontal accelaration response, viscous damper is prior in controlling the horizontal displacement.
而粘滞流体阻尼器在控制结构水平位移性能稍好。