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阻尼振动

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The receptance characteristics of track system has been predicted with the three dimensional track for high frequency vibration, with this model, the structure parameters of track system affect onreceptance have been discussed. The results show that the stiffness of ballast, sleeper mass, and stiffness of railpad are the main factors affecting on resonance and antiresonance under second resonance frequency.

利用轨道系统高频振动模型预测了各种参数对轨道系统导纳特性的影响,结果表明:道床刚度、轨枕质量和轨枕垫刚度是影响轨道系统第二阶共振频率以下共振和反共振的主要因素,随道床刚度增加,或轨枕质量减小,或轨枕垫刚度增加,第一、二阶共振和第一阶反共振频率增加,道床阻尼、轨枕垫阻尼主要影响第一、二阶共振和第一阶反共振振幅,阻尼越大,共振峰值和反共振谷值越平缓。

Based on the dynamics fundamental equation, the rigid ships rolling coupled oscillation model was established, then the definite condition of the coupled oscillation equation under the regular transverse wave and first-order ordinary differential equations were presented. The ship vibration rule under the regular transverse wave was analyzed by examples, simultaneously the influence of damping coefficient on the vibration type was discussed.

基于动力学基本方程,首先建立了刚性船舶横摇的耦合振动方程,然后给出了在规则横浪激励下的耦合振动方程的定解条件和一阶常微分方程组,最后通过算例计算了在规则横浪作用下船舶的振动规律,同时研究了阻尼系数等参数对其振动规律的影响情况。

It can be concluded from there plots that vibration control of damped plates can be obtained in some range of temperature and frequency if the damped plater possess suitable thickness and appropriate viscoelastic mateial .

从这些图中可以看出:采用某种粘弹性阻尼材料和一定厚度约束层的阻尼板在一定的温度和频率范围内控制阻尼板的振动能达到满意的效果。

The formula of the output damping force and displacement was obtained for this kind of SMA damper based on the established mechanics model.

给出了该种阻尼器的阻尼力与振动位移关系公式,并针对三款该种阻尼器缩尺模型给出了具体数据。

In this thesis the dynamic property of viscoelastic damping material was first be explained on the basis of the characteristics of polymer molecular structure. The mathematical models describing the dynamic property of damping material were discussed and the nomogram curve-plotting program of damping property of material was compiled by Visual Basic language.

所以,研究粘弹阻尼结构的动态力学性能,首先要对材料阻尼性能的温度、频率依赖性进行准确的表征,进而才能探讨材料阻尼特性与结构动态力学性能之间的相关关系,以寻求抑制结构振动的内在规律。

Starting from the main meteorological factors impacting vibration of overhead line, the impact of conductor tension variety on self-damping feature of conductors is analyzed according to state equations of overhead line, and by use of energy balance principle the variation of vibration level is calculated and the vibration life under different meteorological conditions are obtained.

文章提出了一种基于短期测量数据评估线路全年振动状态和寿命的方法,从气象影响线路振动的主要因素出发,根据导线的状态方程分析导线因张力变化对导线自阻尼特性的影响,并采用功率平衡法计算出振动水平的变化,得到了不同气象条件下的振动寿命。

The results indicated that the homogeneous ER liquid with significant ER effect at room temperature is obtained by mixing the side-chain liquid crystal polysiloxanes containing p-methoxyl phenyl benzolate and silicone oil.

结果表明,用含苯甲酸甲氧基苯酯的侧链液晶聚矽氧烷能组成在室温下表现出较强ER活性的均相ER液,它在外加电场E=2.2kv/mm ,剪切速率为3005s^(-1)时,剪切应力达到1550Pa;增加E和振动频率,均相ER液智能阻尼器的阻尼力均增加,阻尼效果提高。

Using the models, the author has also calculated the vibration response to high speed railway vehicles of three types travelling over simply-supported beam bridges with various span lengths respectively. Based on the analysis of the computation results, the concept of resonance velocity of a bridge under a high speed running vehicle is present, and it is pointed out that comparatively great vibration of bridges on high speed railways is caused by bridge resonance resulted from the static force pulsating. In a vehiclebridge coupling vibration system, the damping constant of the axle spring is the main factor affecting the response variable of bridge velocity resonance, and the influence of track irregularity on bridge vibration on high speed railways is rather smaller.

利用所建立的计算模型,计算了三种形式的高速铁路车辆通过各种跨度简支梁桥结构时的振动响应,对所得到的计算结果进行了详细的分析,提出了高速行车下桥梁共振速度的概念并指出高速铁路桥梁产生较大振动的原因是静力脉动引起桥梁共振造成的;通过研究车—桥耦合振动系统方程的参数后指出,在车—桥耦合振动系统中,车辆—系阻尼的大小是影响桥梁速度共振时响应大小的主要因素,轨道不平顺对高速铁路桥梁振动的影响较小。

This paper presents a new device, which use MR dampers to control vibration of the bridge.

本文提出一种新的装置,把MR阻尼器应用在桥梁的振动控制中,减小桥梁的竖向振动,并通过算例分析桥梁在移动荷载作用下的振动控制效果,验证用这种装置控制桥梁的竖向振动是行之有效的。

The low-frequency noise in the structure-acoustic field coupling system of high-speed train was simulated and analyzed.

对某高速列车拖车的仿真分析结果表明:该车声学测试点的总声压级超出了TB 1809—86标准拖车客室的容许噪声值;在某些计算频率下,车体某些部件涂敷阻尼材料后对客室测试点的声学贡献由小变大,这说明阻尼材料不仅改变了这些部件的振动幅值,同时也改变了振动相位。

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