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阻尼振动

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To the Karnopp Control,the absolute velocity is difficult to measure;in the case of achieving the absolute velocity by testing accelerated velocities and c...

基于上述原因,本文提出加速度阻尼控制方法,即采用与车体加速度成正比的振动衰减力来抑制车体振动,并对加速度阻尼控制方法稳定性进行理论分析和仿真研究。

Critical damping is defined as the least amount of viscous damping that causes a single degree-of-freedom system to return to its original position without oscillation after initial disturbance.

在第一次受力后,来自阻尼器的阻力使振动物流刚能不作周期性振动便能最快地回到平衡职位的情况,称为临界阻尼。

The results indicate that its dynamic stress-strain curve is hyperbolic type. The dynamic strain of LCES decreases with increasing confining pressure, cement content, curing ages and cyclic loading frequency when it is subjected to the same dynamic stress. At the same dynamic strain, the dynamic secant elastic modulus E_(sec of LCES increases and the damping ratio decreases with increasing confining pressure, cement content, curing ages and cyclic loading frequency. The curves ofσ_d~ε_d,E_~ε_d and D~ε_d with different EPS content intersect respectively, the trend of LCES deformation characteristic is inversely proportional to EPS content near the intersection. The value of dynamic strain at the intersection is about 0.5%~3.0%, the magnitude of which is related to the mixing proportions and confining pressure.

试验结果表明,LCES的动应力应变骨干曲线形态符合双曲线;在相同的动应力作用下,LCES产生的动应变随着固结压力、水泥掺量、试样养护龄期和振动频率的增大而减小;在动应变相同的情况下,随着固结压力、水泥掺量、试样养护龄期和振动频率的增大,LCES的动模量增大而阻尼比减小;随着加载次数的增大,LCES的动模量在开始阶段显著降低,然后趋于稳定,但当加载次数达到几百次时,动模量又有增大的趋势;不同EPS掺入比的LCES的动应力应变骨干曲线、动模量随应变变化曲线和阻尼比随应变变化曲线都发生了相交,交点前后EPS掺入比的大小对LCES动力变形特性的影响趋势是截然相反的,交点处的动应变值一般在0.5%~3.0%范围内变化,其大小与LCES的配比以及固结压力有关。

It is indicated that the damping of the alloy is induced by phase interface slipping or grain boundary viscous sliding, the infinitesimal plastic deformation which is caused by the difference of elastic modules and heat expansion coefficients between phases of the alloy.

结果表明: ZA27-4%Si合金阻尼随频率增大而减小,随温度升高而增大,阻尼不随应变振幅的变化而变化; ZA27-4%Si合金室温阻尼为5.83×10-3,与ZA27合金阻尼相当; ZA27-4%Si合金的阻尼是由合金内部的晶界和相界面滑动、位错振动以及各相的热膨胀系数和弹性模量间差造成的微塑性变形共同造成的。

In the reference [5], the author has suggested a method of vectorial graphicalcomputation of the undamped forced vibration of the system with one degreeof freedom.

在参考文献[5]中,作者曾提出单自由度系统无阻尼强迫振动的矢量图解计算方法,本文将这方法进一步推广,应用到单自由度系统阻尼强迫振动。

AWG, DIAMETER 12,34mm Tension joints Repair sleeves Vibration dampers, Stockbridge type Vibration dampers, loop type Complete Suspension Assemblies, including electrical connection to tower body, dwg Complete Dead End Assemblies, including electrical connection to tower body, dwg.

6特设工作组,直径12,34毫米张力关节修复袖子振动阻尼器,斯托克型振动阻尼器,环型全部中止大会,包括电气连接,以塔体, DWG格式完成死胡同大会,包括电气连接,以塔体, DWG格式。

HARDWARE AND FITTINGS FOR CONDUCTOR TYPE ACSR-BISON Tension joints Repair sleeves Flexible spacers for span Rigid spacers with 40 kg counterweight for jumpers Vibration dampers, Stockbridge type Vibration dampers, loop type Sub-Total, item 2.1 – 2.5 Alternatively, to replace items 2.3, 2.5 or 2.5 alt.

五金及配件导线型钢芯铝绞线,拜森张力关节修复袖子灵活间隔的跨度刚性间隔与40公斤重的跳线振动阻尼器,斯托克型振动阻尼器,环型小计,项目2月1号至2月五号另外,以取代项目2.3 , 2.5

Based on the theory of vibration , this paper educes the concept of damping and conventional damping modes .

本文基于振动理论引出了阻尼的基本概念和常见的阻尼形式,综述了阻尼的发展状况及国内外有关辐射阻尼的研究现状,对阻尼的研究意义和发展前景做出了展望。

A detailed model of non-linear parametric excitation vibration coupling the stay cable and the girder, in which the static sag as well as the geometric non-linearity are considered, is proposed in this paper. Based on several numeric examples investigated by the Galerkin method composed with the integration strategy, several kinds of factors effecting stay cable parameter vibration are studied. Another parameter vibration model by the axial excitation is presented and the corresponding nonlinear equations are derived. The smallest excitation amplitude,the transient state and steady state resonance amplitudes, and the changing characteristics of the axial force are obtained by using harmonic balance method. According to numerical examples calculated by numerical integration method, the effects of the inner damping of the stay cables are investigated.

本文创新地提出了斜拉桥拉索-桥面耦合参数振动模型,推导了索-桥耦合非线性参数振动方程组,联合Galerkin法及数值积分方法,对各种特性的拉索进行了数值求解,得出了影响拉索参数振动的各种因素;提出了斜拉索受轴向端激励参数振动模型,导出了模型的非线性振动方程,使用谐波平衡法得出了产生参数振动需要的最小激励幅值、共振时瞬态及稳态的振动幅值及索拉力的变化特性,并用数值积分方法对实际斜拉桥拉索进行了计算,分析了拉索阻尼对参数振动的影响。

In chapter three, the passive vibration control of a smart cantilever beam with piezoelectric shunt damping system is studied theoretically. In this chapter, the mechanical impedance of piezoelectric shunt damping system is analyzed, and the parameters of the RLC piezoelectric shunt circuit are optimized via transfer function of the piezoelectric shunt damped beam in order to optimize the vibration damping effect.

第三章。研究了利用压电分流阻尼系统进行压电智能悬臂梁被动振动控制的方法,分析了压电分流阻尼系统的机械阻抗,并通过传递函数方法对RLC串联压电分流谐振电路元件的参数进行了优化,以使压电分流阻尼系统的阻尼效果达到最优。

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