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The latter, however, could deal with the variation of sliding state with different friction force and make good the former's deficiency.

本文的创新性工作是研究在气流激励下,叶片上阻尼结构的摩擦阻尼对叶片系统动力特性的影响。

On the basis of established statics model , this paper sets up the vibration model without and with liquid friction and the simulation and experiment have been done .

在已建立的静力学模型基础上,建立了微机器人的无阻尼振动模型和有阻尼振动模型,并进行了相关的仿真和实验研究。

According to structural characteristics of floating slab tracks, a track segment element was taken between two adjacent fasteners. For each element, rails were regarded as Euler beams supported by discrete viscoelastic supports. The fasteners and rubber supports were replaced by a linear spring and damp. So the vibration model of the floating slab track was established. In constructing vibration model of a metro train, each car of the metro train with two suspensions was modeled as a multi-rigid body system, in which rigid bodies were connected with each other by a linear spring and damp. Combining the potential energy of vertical vibration of the track with that of the metro train, the total potential energy of vertical vibration of the train and track was obtained. And then, the matrix equation of vertical vibration of the system was established using the principle of total potential energy with stationary value in elastic system dynamics and the "set-in-right-position" rule for formulating system matrices. The vibration responses of the system can be obtained by solving the matrix equation with the direct time integration such as Wilson-θ method.

摘 要:针对浮置板式轨道结构特点,取相邻2个扣件之间的轨道为1个轨段单元,钢轨视为连续弹性点支承Euler梁,浮置板视为弹性薄板,扣件系统及橡胶支座均模拟为线性弹簧及粘滞阻尼器,建立浮置板式轨道振动模型;将城轨列车中的车辆均离散为多刚体系统,各刚体之间通过线性弹簧及粘滞阻尼器相连,建立列车振动模型;将浮置板式轨道及列车振动势能叠加,得到系统竖向振动总势能;基于弹性系统动力学总势能不变值原理及形成系统矩阵的"对号入座"法则,建立此系统竖向振动矩阵方程;采用Wilson-θ逐步积分法求解此矩阵方程,得出此系统竖向振动响应。

Thirdly, based on the continuum model, the natural modes of undamped complex framed structures are proved to be orthogonal with each other in a generalized sense. This leads to an alternative method for transient response analysis of undamped framed structures via the expansion of normal modes.

再次,基于MRRM列式,从连续模型的角度证明无阻尼复杂框架结构的固有模态具有正交性,并以此为基础构造模态叠加法来求解无阻尼复杂框架结构的瞬态响应。

PRONY method can get the damping ratio of transient signals which can be used to predict and detect the early back corona failure efficiently, and this method makes up the deficiencies of ESP volt-ampere curve.

采用PRONY方法能够有效地抽取出ESP瞬态信号的阻尼因子,该阻尼因子能够有效的预诊ESP反电晕故障,弥补了ESP伏-安特性曲线以及人工判断方法的不足; 4。

Amortisseur Windings The amortisseur windings of a synchronous AC generator are the conductors embedded in the pole faces of the rotor. They are connected together at both ends of the poles by end rings or end plates. Their function is to dampen waveform distortion during load changes.

阻尼线圈同步交流发电机的阻尼线圈是指嵌绕在转子磁极间的导线,他们分别在两极用端环或端板相连接,主要功能是减弱因负载变化而引起的波形畸变。

Amortisseur Windings The amortisseur windings of a synchronous AC generator are the conductors embedded in the pole faces of the rotor.

阻尼线圈同步交流发电机的阻尼线圈是指嵌绕在转子磁极间的导线,他们分别在两极用端环或端板相连接,主要功能是减弱因负载变化而引起的波形畸变。

By means of analysis and calculation of related parameters, the optimal viscous-damper energy coefficient of viscous-damper energy dissipater and the optimal TMD mass of Tuned Mass Damper are respectively obtained. Analysis results show that the two seismic measures are effective in seismic control of large crossing transmission towers.

通过有关参数分析计算,分别得到了粘滞阻尼消能减震和调谐质量减震控制的最优粘滞阻尼系数和最优TMD质量,分析研究表明上述2种减震控制措施皆能明显衰减输电塔线体系的地震响应,具有比较理想的减震效果。

This is due to the dry friction damping is merely limited to shroud interface and is a standard local nonlinear problem, when directly solving it, most operations will be used meaninglessly to regenerate its linear elements except for modifications of some elements of stiffiness matrix and damping matrix.

这是由于干摩擦阻尼只局限于凸肩接触面,是典型的局部非线性问题。直接迭代求解时,除了只需对系统刚度矩阵、阻尼矩阵的个别元素进行修正外,有相当一部分运算毫无意义地用于线性元素的重新生成上。

A kind of new-type SMA damper is designed on the basis of superelastic of shape memory alloy. The finite element model of frame structure with SMA dampers is set up, which is analyzed in the simulation of vibration control.

利用形状记忆合金材料的超弹性,本文提出了一种放大位移型SMA阻尼器,建立了装有该阻尼器的框架有限元模型并对该框架的地震反应实施了模拟减震控制。

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