From the experimental data under two different voltage stresses electric acceleration coefficient is calculated then anti-power law coefficient is figured out.
利用两个不同的电应力下的寿命得出电应力加速系数，然后算出逆幂率系数。
Proposals for formulas of mode of vibration and frequency, figures for distribution of acceleration coefficient and scope of application are rationally suggested.
根据试验结果，提出合理的振型、基频建议公式和加速度分布系数建议图形及大圆筒结构适用范围。
The inertia weight and the acceleration coefficient of the algorithm were both adapted by the global best and the local best minimum (GLBM). The velocity equation of the GLBM-PSO was also simplified.
该算法把惯性权重和学习因子分别通过结合全局和局部最优最小值来进行改写，速度更新公式也做了相应的简化。
It can provide plenteous data, and provide reference for design of cushioning package with maximum acceleration, static stress and cushion coefficient.
该方法能够提供充足的数据，并为缓冲包装设计提供最大加速度、静应力和缓冲系数的参考。
And slope displacement, acceleration and stability coefficient under influence of blasting vibration are analyzed and calculated.
计算并分析爆破震动对边坡位移、加速度和稳定性系数的影响。
The precondition of the acceleration testing method is the determination of the train resistance, rotary mass coefficient and train mass. The crucial test is measurement of train acceleration.
加速度测试法的先决条件是确定列车基本阻力、回转质量系数和列车质量，而其测试关键是列车加速度的测定。
Confidence interval of the coefficient of acceleration is derived based on step-stress accelerated life test data.
在定数截尾和定时截尾步加试验情形，导出了加速系数的置信区间。
Using theory of vibration wave propagation, the concept of the attenuation coefficient of vibrating acceleration is drawn, and the test results of attenuation coefficient are analyzed.
应用振动波传播理论引出加速度衰减系数的概念，并对加速度衰减系数的试验结果进行了分析。
Under the external acceleration, the coupling coefficient is a function of gap spacing between the two waveguides.
在外界加速度作用下，直波导和环形波导的耦合系数是两波导间距的函数。
For the borrow pit, the acceleration erosion coefficient of cutting slope and table-board is respectively 76 and 64.
取料场采挖边坡的土壤加速侵蚀系数为76，采挖台面的土壤加速侵蚀系数为64；
For the borrow pit, the acceleration erosion coefficient of cutting slope and table-board is respectively 76 and 64.
取料场采挖边坡的土壤加速侵蚀系数为76，采挖台面的土壤加速侵蚀系数为64；
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