介观互感耦合阻尼LC并联电路的量子化能谱

对介观互感耦合阻尼并联LC电路作双模耦合阻尼谐振子处理,将其量子化,通过三次幺正变换,将体系的哈密顿量对角化,在此基础上给出了体系的能谱。     

加肋板稳态简谐响应的粘弹性阻尼控制研究

应用模态叠加法研究了用粘弹性阻尼控制加筋板的稳态简谐响应。考察了在板上加自由阻尼层和加粘弹性梁的情况，分析了阻尼材料损耗因子、阻尼层厚度以及粘弹性梁剖面尺寸对结构响应的影响。对３种阻尼处理情况进行了比较。结构的幅频特性表明，粘弹性材料能够有效地控制结构的共振响应。     

介观压电石英晶体等效电路的量子化

借鉴阻尼谐振子作量子力学处理的研究思想,将介观压电石英晶体等效电路量子化,在此基础上研究了真空态和压缩真空态下,各支路电流和电压的量子涨落. 关键词： 介观压电石英晶体 等效电路 阻尼谐振子 量子涨落     

介观互感耦合阻尼并联双谐振电路的量子涨落

对介观互感耦合阻尼并联电路作双模耦合阻尼谐振子处理,将其量子化.通过三次幺正变换,将体系的哈密顿量对角化.在此基础上给出了体系的本征能谱,研究了Fock态、真空态下各回路电流和电压的量子涨落.     

非对易相空间中阻尼系统的Wigner函数

用量子力学来处理经典的阻尼系统,考虑到空间变量对易关系中包含的坐标-坐标和动量-动量的非对易性,利用Wigner函数在非对易相空间的基本性质,得到了阻尼谐振子在非对易相空间中的Wigner函数与对易空间及非对易空间的形式一致.     

硫酸处理的ZN-1阻尼材料的黏接性能

ZN-1阻尼材料由于具有优异的阻尼减震性能而作为夹层材料广泛用于各种阻尼结构的设计中，但其缺点是与硬铝（LY12）等金属的黏接性能较差。要改善其黏接性能，必须采用适宜的表面处理方式对其表面进行处理。试验证明，采用浓硫酸浸泡可以很好的改善其黏接性能，研究了ZN-1阻尼材料在浓硫酸中的浸泡时间对其与LY12黏接性能的影响，同时考核了ZN—1阻尼材料经酸处理后制作的黏接试样的贮存性能。     

动力吸振器中库仑阻尼对吸振性能的影响

研究了动力吸振器中库仑阻尼(干摩擦)对吸振性能的影响。给出了库仑摩擦模型,在考虑了吸振器中的库仑阻尼的情况下,分析了库仑阻尼引起的主振动系统与附加质量块的2种相对运动状态(滑移和粘滞)以及它们存在和转换的条件,讨论了因库仑阻尼引起的吸振器自由度冻结现象;用Simulink仿真工具对非线性吸振器进行了数值仿真,研究了谐波和白噪声激励下库仑阻尼对吸振器吸振性能的影响以及库仑阻尼与线性阻尼的等效问题。结果显示:弱激励条件下,非线性吸振器减弱吸振效果,强激励条件下增强吸振效果。     

轻阻尼振子的经典力学处理和量子力学处理

本文讨论了对于微观轻阻尼（β／ω１＜＜１）振子体系，借助正则化变换技巧，可采用通常简便的量子力学方法进行处理．其结果表明了体系的量子效应，既与始值条件相关，且又随阻尼按指数规律（ｅ～（－２βｔ））衰减．量子力学的处理方法和结果均与经典力学处理呈显明的对应关系．     

关于“电磁阻尼“教学的一点思考与探索

人教社2020版高中物理选择性必修二第二章第四节内容是“涡流、电磁阻尼和电磁驱动”,其中在“电磁阻尼”部分,教材中安排了做一做栏目.在备课的过程中,发现了问题,通过对问题的解决,经历了一次成功的科学探究过程.经过反思,觉得这是一个绝好的科学探究素材,于是在实际教学中尝试设计了一节基于电磁阻尼的实验探究课.这是一节基于实际问题解决的探究课,非常自然而真实,收到了很好的效果.     

OCAD光学设计软件包

OCAD光学设计软件包是应用双优选阻尼最小二乘法为自动优化方法的多功能通用性光学设计CAD软件包,适用于IBM-PC/XT及其他兼容机。详细地介绍双优选阻尼最小二乘法的数学模型及自动优化方法,还介绍了软件包的基本功能及在软件包编制中几个具有特色的技巧和处理方法。     

地铁车辆直型辐板阻尼环车轮声振特性分析

为探究地铁车辆阻尼环扩张状态对阻尼环车轮声振特性影响,在半消声室内进行阻尼环车轮自由状态下的声振特性实验研究,结合有限元仿真对实验结果进行分析。研究表明,环-轮组合振动固有频率与原车轮相比变化不大,但阻尼环使车轮的模态阻尼比显著增加,有效抑制了车轮各模态的振动幅值。改变阻尼环扩张状态,阻尼环降噪效果发生非线性变化,幅值在5.6 dB(A)之内。阻尼环扩张状态可通过调节非闭合阻尼环两端扩张装置来改变。阻尼环处于非最大扩张状态W_3时,可获得最佳降噪效果。     

微型扬声器振动系统阻尼频率特性研究

受材料黏弹性的影响,微型扬声器振动系统的力阻与频率有关。通过理论推导建立了力阻与频率之间的模型,得到了微型扬声器振动系统力阻的计算公式,利用激光测振法测量得到的微型扬声器阻抗曲线和位移曲线可以方便地得到微型扬声器振动系统力阻频率响应,表明了其随频率增加而减小的频率特性。实验表明,采用该频率相关力阻模型计算阻抗曲线、位移曲线和频率响应曲线,与测量值吻合很好,明显好于传统频率非相关力阻模型所得曲线。     

The measurement of damping in large panels

In this paper we consider the problem of measuring the loss factors of large panels, particularly when their damping is high. A method of measurement which may be used over a wide range of damping values is described. It is shown that it is important to measure the damping of panels and walls in situ since the damping can depend critically on the mounting conditions used and is often greater than the internal damping of the wall material itself. It is suggested that a measurement of damping should be made whenever the sound insulation of a panel or wall is measured in the laboratory.     

Dynamic instability of supercritical driveshafts mounted on dissipative supports—Effects of viscous and hysteretic internal damping

The case of a rotating shaft with internal damping mounted either on elastic dissipative bearings or on infinitely rigid bearings with viscoelastic suspensions is investigated in order to obtain the stability region. A Euler-Bernoulli shaft model is adopted, in which the transverse shear effects are neglected and the effects of translational and rotatory inertia, gyroscopic moments, and internal viscous or hysteretic damping are taken into account. The hysteretic damping is incorporated with an equivalent viscous damping coefficient. Free motion analysis yields critical speeds and threshold speeds for each damping model in analytical form. In the case of elastic dissipative bearings, the present results are compared with the results of previous studies on finite element models. In the case of infinitely rigid bearings with viscoelastic suspensions, it is established that viscoelastic supports increase the stability of long shafts, thus compensating for the loss of efficiency which occurs with classical bearings. The instability criteria also show that the effect of the coupling which occured between rigid modes introducing external damping and shaft modes are almost more important than damping factor. Lastly, comparisons between viscous and hysteretic damping conditions lead to the conclusion that an appropriate material damping model is essential to be able to assess these instabilities.     

Damping of the trapped-particle diocotron mode

The damping mechanism of a recently discovered trapped-particle mode is identified as collisional velocity scattering of marginally trapped particles. The mode exists on non-neutral plasma columns that are partially divided by an electrostatic potential. This damping mechanism is similar to that responsible for damping of the dissipative trapped-ion mode. The damping rate is calculated using a Fokker-Planck analysis and agrees with measurement to within 50%. Also, an experimental signature confirms a causal relation between scattering of marginally trapped particles and damping.     

Experimental study of the effect of viscoelastic damping materials on noise and vibration reduction within railway vehicles

Interior noise and vibration reduction has become one important concern of railway operating environments due to the influence of increased speeds and reduced vehicle weights for energy efficiency. Three types of viscoelastic damping materials, bitumen-based damping material, water-based damping coating and butyl rubber damping material, were developed to reduce the vibration and noise within railway vehicles. Two sleeper carriages were furnished with the new materials in different patterns of constrained-layer and free-layer damping treatment. The measurements of vibration and noise were carried out in three running carriages. It is found that the reduction effect of damping treatments depends on the running speed. The unweighted root-mean-square acceleration is reduced by 0.08–0.79 and 0.06–0.49 m/s² for the carriage treated by bitumen-based as well as water-based damping materials and water-based damping material, respectively. The first two materials reduce vibration in a wider frequency range of 63–1000 Hz than the last. It turns out that the damping treatments of the first two reduce the interior noise level by 5–8 dBA within the carriage, and the last damping material by 1–6 dBA. However, the specific loudness analysis of noises shows that the noise components between 125 and 250 Hz are dominant for the overall loudness, although the low-frequency noise is noticeably decreased by the damping materials. The measure of loudness is shown to be more accurate to assess reduction effect of the damping material on the acoustic comfort.     

On the weakly damped vibrations of a vertical beam with a tip-mass

In this paper the wind-induced, horizontal vibrations of a weakly damped vertical Euler-Bernoulli beam with and without a tip-mass will be studied. The damping is assumed to be boundary damping and global Kelvin-Voigt damping. The boundary damping is assumed to be proportional to the velocity of the beam at the top. The horizontal vibrations of the beam can be described by an initial-boundary value problem. In this paper, the multiple-timescales perturbation method will be applied to construct approximations of the solutions of the problem. Also it will be shown that a combination of boundary damping and Kelvin-Voigt damping can be used to damp the wind-induced vibrations of a vertical beam with tip-mass uniformly.     

Effect of damping on the propensity of squeal instability: an experimental investigation

Friction induced vibrations in automotive brakes is recognized as a major problem in industry. Squeal is a difficult subject because of its unpredictability caused by a not completely understood sensitivity to variation of the system parameters. In the literature several analytical and numerical studies deal with the relationship between damping and system propensity to have instability. These studies highlight the existence of a nonintuitive effect of damping distribution on modal coupling that gives rise to the unstable vibrations. The complexity of commercial brakes and the difficulties to identify the values of modal damping in brake assemblies lead to the necessity to rely on experimental analysis using simplified test rigs. This paper presents an experimental investigation of the relationship between the distribution of modal damping and the propensity to develop squeal in a beam-on-disk setup, which reliably reproduces squeal events with easy control and measurement of the damping of the disk and the beam, respectively. The experiments highlight the key role played by the modal damping distribution on squeal: A nonuniform repartition of the modal damping causes an increase of the squeal propensity.     

Response of shock isolators with linear and quadratic damping

Performance of two types of shock isolators is analyzed (a) with linear damping and (b) with quadratic law damping. Input to the systems is a base acceleration pulse of rectangular shape. It is found that with quadratic damping the optimum damping ratio varies for different pulse durations.