1) moment rigidity
力矩刚性
1.
For moment rigidity analysis on the hub flange of the 3rd generation hub unit,FEM model for the flange was proposed based on the static analysis and APDL method.
利用大型有限元分析软件ANSYS,对轮毂凸缘在力矩载荷条件下的力矩刚性进行了接触分析和计算,得到轮毂凸缘主轴的倾斜角变化特性,与试验值相比,二者具有相当的一致性。
2) moment of stiffness
刚性力矩
3) torque rigidity
力矩刚度
1.
The theoretical derivation and numerical analysis indicate that the reason is the torque rigidity of 0 and isolation degree of 71.
研究了角速率陀螺稳定平台在目标跟踪时瞄准线始终围绕视场中心做约2 Hz晃动的现象,理论推导及数值分析认为引起这一现象的原因与光电稳定平台的静态力矩刚度为0、隔离度仅为71。
4) stiffness matrix of foundation elastic reaction
地基弹性反力刚度矩阵
1.
The new calculation method introduces the conception of stiffness matrix of foundation elastic reaction and has better theoretical accuracy compared with the traditional algorithm.
本方法引入了地基弹性反力刚度矩阵的概念,与传统的计算方法相比理论上具有更高的精度。
5) competences rigidity
能力刚性
1.
The selection of the development strategy path of the enterprise is restricted by the inner competences rigidity and the dynamic environment.
企业内部能力刚性与外部环境的动态不确定性影响或制约了企业发展战略的路径选择。
6) dynamic stiffness matrix
动力刚度矩阵
1.
The dynamic stiffness matrix of the media and the formula of their response to P-SV waves are derived.
根据波动方程,采用了薄层元素法,推导了平面P-SV波入射时TI层状场地的动力刚度矩阵。
2.
Methods of obtaining foundation dynamic stiffness matrix based on similarity, including cloning algorithm, consistent infinitesimal finite e1ement cel1 method and scaled boundary finite ele- ment method, are illustrated in detail in this paper.
详细论述了基于相似性导出基础动力刚度矩阵的思想，包括克隆算法、无限元方法、一致无穷小有限元法和标度有限元法。
3.
SV wave scattering by fracture fault are presented in frequency domain using indirect boundary element method(IBEM),in which the dynamic stiffness matrix and of soil layer Green function for distributed loads acting on inclined line by Wolf are used.
借助W olf的土层和半空间精确动力刚度矩阵及斜线荷载的格林函数,利用间接边界元法在频域内求解了局部断层场地对SV波的散射,着重分析了破碎带较窄断层两侧围岩动力响应的基本规律,以及场地动力特性对散射的影响。
补充资料：纯轧力矩(见轧制力矩)
纯轧力矩(见轧制力矩)
net rolling torque
ehunzha iiju纯轧力矩(net rolling torque)见轧制力矩。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条