片语

rotatory stiffness factor转动刚度系数

normal contact stiffness factor法向接触刚度因子

stiffness degradation factor刚度衰减系数

stiffness s factor刚劲因数

Normal penalty stiffness factor正常罚刚度因子

Stiffness Reduction Factor刚度缩减因子

thrust stiffness factor侧移劲度系数

modified stiffness factor刚度修正系数

stiffness factor detail倔强因数

英汉例句

• on the basis of the dynamics analysis for the belt conveyor, stiffness factor of take-up device is taken into consideration.

  该模型可以对单驱动、双驱动和多驱动的带式输送机进行动态分析。

• it is indicated that apart from stiffness factor of beam to column, the ratio of depth to span and slop of roof greatly affect the stability performance of the portal fr…

  研究表明，在均布荷载作用下，除了梁柱线刚度比，刚架高跨比及屋顶坡度对刚架的稳定性能影响很大。

• results show that the stiffness factor and the friction-damping factor of the damper are related to the cone angle and the friction factor of the inner-ring when adopting a proper structure.

  结果表明，采用适当的机械结构，阻尼器的刚度因子和摩阻因子只与内环的锥角和接触面摩擦因数有关。

• the corresponding calculation results of different contact stiffness values are listed and the convergence is analyzed, and the numerical recursive method of contact stiffness factor is put forward.

  列举不同接触刚度取值对应的有限元计算结果并分析结果的收敛性，提出了接触刚度因子的数值递推法。

• a new way to calculate the stiffness factor of the slope bar in structural mechanics based on the method of instant center in mechanics of theory is presented.

  以理论力学瞬心概念为基础，结合结构力学位移法，提出了一种计算斜桿刚度系数的简易方法———瞬心法。

• the influences of number of piles, the pile length, the space between piles, and the pile-soil relative stiffness factor on the characteristic of pile groups ware analyzed in a systematic way.

  分析了刚性承台下群桩桩数、桩长、桩间距和桩土模量比等群桩工作特性的影响。

• the stiffness factor negatively correlated with ssc and the correlation coefficients were -0.903, -0.922 and -0.920 for dangshan, shuijing and xue pears, respectively.

  无损硬度系数与梨的可溶性固形物也有较好的负相关性，酥梨、水晶梨、雪梨的相关系数分别为-0.903、-0.922和-0.920。

• the influences of number of piles, the pile length, the space between piles, and the pile-soil relative stiffness factor on the characteristic of pile groups were analyzed in a systematic way.

  分析了刚性承台下群桩桩数、桩长、桩间距和桩土模量比等群桩工作特性的影响。

• it is indicated that apart from stiffness factor of beam to column, the ratio of depth to span and slop of roof greatly affect the stability performance of the portal frame under roof uniform loading.

  研究表明，在均布荷载作用下，除了梁柱线刚度比，刚架高跨比及屋顶坡度对刚架的稳定性能影响很大。

• the method to match the edge stiffness factor for the magnetic force factor is introduced to reduce distortion.

  介绍了折环的劲度系数如何与磁场力因子配合，以达到降低失真的效果。