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Nonlinear frequency response characteristics of a 2K-H planetary gearing system with multiple backlash has been calculated by using the developed analytical MDOF harmonic balance method, and has been compared with corresponding linear system. Again, influence of parameters on dynamic behavior is discussed.

通过采用本文推导的多自由度解析谐波平衡法求解2K—H行星齿轮机构的稳态响应,本文计算了间隙存在时行星齿轮系统的非线性动态特性,并就系统的非线性动态特性与线性系统的对比以及参数对行星齿轮系统动态特性的影响进行了分析。

An approximate formula for calculating the ultimate load on a foundation was derived by using the generalized limit equilibrium method.

应用广义极限平衡法获得了地基极限荷载的近似计算公式。

Stability analysis of Sanjiaoping slope under diverse work condition indicates that the result of strength reduction method is approximate to classical limit equilibrium method. The shape and the position of sliding surface are similar. So, the suggested method is rational.

通过对三交坪边坡不同工况下的稳定性分析表明,强度折减所确定的边坡安全系数与传统极限平衡法所得的结果十分接近,滑面的形状及位置也极为相似,因此认为该方法是合理可行的。

Production of various models are well planned before manufacturing using techniques such as line balancing, method study, time study, etc.

+ 不同型号的产品,在投产前作良好/详尽的生产计划,使用技巧包括生产线平衡法,方法研究,时间研究等。

To measure the horizontal component of geomagnetism , the "bifilar balance method" is used, together with an additional adjustable magnetic field to compensate the geomagnetic field.

采用"双悬线平衡法",并利用外加可调磁场与地磁水平分量补偿的方法对地磁水平分量进行了测量。

Then the relation between the parameters of PI controller and the bifurcation point are obtained by using numerical calculation.

应用谐波平衡法推导出带PI补偿电压模式buck变换器的输入电压分岔点关系式。

Simulations of forced response of mistuned bladed disks with non-linear dry friction damping were performed.

摘要基于谐波平衡法,提出一种可用于分析含有非线性摩擦阻尼叶盘振动响应的多谐波法,对含有非线性干摩擦阻尼的失谐叶盘系统的受迫响应进行仿真计算。

In chapter 3, the general circumstance of microwave oscillator with dielectric resonator and electronic tuning are introduced, and we analysed the principles and methods of design, then we discussed the principles and designing methods of varactor diode tuning according to the principle of the FET oscillator.

第四章先介绍了FET倍频器和放大器的基本理论,然后介绍了分析设计倍频器和放大器的两种重要的方法:谐波平衡法和S参数法。

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。

When considering the testing process, the displacement and the proportion of the end resistance of the self-balanced method are larger than those of the anchor pile method under the same load.

考虑测试顺序影响后,在相同荷载水平下,自平衡法测试的位移、桩端阻力比例均大于锚桩法测试的,桩侧摩阻力-位移曲线则稍有不同。

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