主动消振技术是一项振动理论与现代控制理论相结合而产生的新技术。
The active vibration compensating technology is a new technology, which combines vibration theory and modern control method.
利用机械作动器进行主动消振是船舶振动控制领域的一项新技术。
Active vibration attenuation using mechanical actuator is a new technique in ship vibration control field.
配合机械作动器的使用，可以使主动消振系统获得较好的消振效果。
As it works with mechanical actuator, the active vibration attenuation effect will be better.
研究空间飞行器大角度姿态机动反馈开关控制的消振参数优化设计问题。
The optimization design problem of controller parameters of optimal on-off times attitude maneuvers with switch moment is investigated.
提出了一种既能减小管路振动又能衰减流体压力脉动的管路消振器结构。
In this paper, a new pipe attenuator that can reduce both the pipe vibration and the pulsating fluid pressure is designed and developed.
振动和热力性能测试结果表明，消振措施实施后机组已基本达到了设计性能。
After implementation of the measures for eliminating vibration, the results of vibration and thermal performance show that the unit has basically reached the requirements of design.
动力消振技术利用调整结构的动力特性来消减结构的振动反应，是一种比较成熟的振动控制方法。
Dynamic weakening technique make use of adjusting structural dynamic characteristics to weaken vibration response, is one mature means of vibration control.
通过使用消振管、增设缓冲器和调整支撑钢架的频率等措施，取得了良好的减振效果，消除了装置安全运行的一大隐患。
By using vibration absorbing tubes, vibroshock, adjusting the frequency of steel bracing, good vibration attenuation effect was achieved and hidden troubles to smooth running of the unit eliminated.
采用减振装置对某大跨人行天桥进行了消能减振设计。
Vibration energy dissipation design is performed for a pedestrian bridge with energy dissipation systems.
粘滞阻尼墙是一种新型减振消能元件。
Viscous Damping Wall (VDW) is a new type of device for structural vibration energy dissipation.
本文研究的电磁阻尼器是一种特殊结构的空心杯发电机，它主要用于对能量的吸收和耗散，达到减振消能的目的，是具有很高单位耗能的能量吸收元件。
The electromagnetic damper studied in this paper belongs to a special kind of coreless generator, which is used for the energy absorption and dissipation in order to weaken vibration.
分析表明，采用消能减振设计可有效地削减天桥的共振反应。
The dynamical analysis results proved that the vibration energy dissipation can effectively reduce the resonance response of the bridge.
本文根据建筑结构抗震规范规定的振型分解反应谱法和时程分析法，对采用消能减振装置加固的北京饭店西楼进行分析与设计。
The seismic structural analyses and design are carried out by means of response spectrum and time history methods for the west wing of Beijing Hotel.
并采用一非线性微分控制消弱了系统的抖振现象。
A nonlinear derivative control is introduced to avoid system chattering.
并采用一非线性微分控制消弱了系统的抖振现象。
A nonlinear derivative control is introduced to avoid system chattering.
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