片语

viscous fluid damper vfd粘性流体耗能器

viscous shearing damper used粘性剪切型阻尼器

viscous shearing damper vsd粘性剪切型阻尼器

the viscous shearing damper粘性剪切型减振器

Viscous fluid damper粘滞阻尼器

viscous type damper粘液型减震器

viscous vibration damper粘滞减振器

英汉例句

• Something about viscous damper is researched, such as, consideration of construction, calculation model. And , working behavior of viscous dampers is nonlinear characteristic.

  介绍了粘滞阻尼器的构造、影响其性能的因素和计算模型，知道其工作状态为非线性性质。

• The vibration-absorption mechanism of viscous shearing damper of stay cables and the optimal damping constant of cable viscous damper are analyzed in the paper.

  介绍了斜拉索粘性剪切型阻尼减振器的减振原理，并对拉索阻尼器的最佳阻尼系数进行了分析；仿真计算表明，阻尼器具有良好的减振效果。

• 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。

• 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。

• 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。

• Coefficient parameters of viscous damper were analyzed, the rational parameters were proposed, and the elasticity-plastic anti-seismic time-history analysis and random wind vibration were performed.

  对黏滞阻尼器阻尼系数进行了参数分析，得到黏滞阻尼器比较合理的阻尼系数，然而进行了弹塑性抗震时程分析和随机风振分析。

• 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。

• 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。

• 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。

• For technique hindrance, determining parameters for fluid viscous damper in bridge design is generally by nonlinear time history analysis of entire bridge model under earthquake.

  由于技术原因，液体粘滞阻尼器在桥梁设计中的参数选取基本上是通过全桥模型的地震非线性时程分析得到的。

• Nonlinear time history analysis and Pushover analysis are adopted to study steel brace and viscous damper brace systems with continuous layout and discontinuous layout.

  采用非线性时程分析和弹塑性静力分析，对钢支撑和粘滞阻尼支撑两类支撑的连续与非连续布置共四种支撑方案进行对比分析。

• Finally, the optimization design for both the complex modal damping ratio and the damping coefficient of viscous damper could be used in the preliminary design of frame-core tube structure with EDS.

  由复模态分析方法进一步确定了不同减震层位置时结构阻尼的变化规律，优化设计的复模态阻尼比及阻尼器的优化阻尼系数可用于该类结构的初步设计。

• 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。

• The damping in a viscous damper is the same as the inherent damping that is assumed as viscous damping, which is likely to make it easier and exacter analyzing a structure with added viscous dampers.

  由于所附加的阻尼和传统结构分析中所假定的粘滞阻尼一致，这使得减震结构的分析有可能比较方便、精确。