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1)  tangential viscous resistance
切向粘性阻力
2)  tangential resistance
切向阻力
1.
Slope stability analysis considering tangential resistance of reinforcement;
考虑加筋切向阻力的土坡稳定分析
2.
The factors affecting tangential resistance between coal and working parts,such as water content of coal and normal pressure,are analyzed.
分析了煤的含水量及所受的正压力对煤与工作部件切向阻力的影响 ,并应用表面电渗技术减少煤的切向阻力。
3)  viscosity resistance
粘性阻力
1.
A study on anti blending surface for decreasing viscosity resistance;
疏水性壁面降低粘性阻力的探讨
2.
Comparing with hydrodynamics and based on the second Newton s law,traffic pressure,viscosity factor and viscosity resistance which could be easily to calculate were proposed.
与流体力学对比,根据牛顿第二定律,提出了计算简便的交通压力、粘性阻力系数及粘性阻力,定义来自下游交通波的干扰为交通流的粘性,波速与最大波速之差为沿程粘性阻力系数,沿程粘性阻力与车道长度、流量沿车流方向的变化率、沿程粘性阻力系数成正比,模型能够得出交通流参数之间的关系。
3.
Comparing with hydrodynamics and the second Newton s law, traffic pressure, viscosity factor and viscosity resistance are proposed which can be easily to calculate.
通过对交通流参数的微分分析,建立路段交通流的运动微分方程和欧拉方程,与流体力学对比,根据牛顿第二定律,提出计算简便的交通压力和粘性阻力系数及粘性阻力,定义来自下游交通波的干扰为交通流的粘性。
4)  viscous resistance
粘性阻力
1.
Based on the computational methods of wave statistic characteristics in the long-term distribution,viscous resistance in waves for hull,and Green function in the frequency for motion and loads a procedure to select sea-state,to determine the transition drag of hull,and to predict motion and wave loads for FPSO transition is developed and used to a FPSO transit work.
应用作业海域波浪短期统计特征长期分布计算法、粘性阻力和风浪中阻力增加计算以及运动与荷载的频域Green函数的计算方法,提供了FPSO迁航海况选择、迁航阻力确定和船体运动与遭遇波浪荷载预报的计算方法和应用实例。
5)  sticky resistance
粘滞性阻力
6)  viscous damping force
粘性阻尼力
1.
In addition to the well-known viscous damping force, the proposed force model includes the Coulomb damping force which accounts for the effect of water soakage on materials of cable surface.
利用浸润学及普朗特边界层理论,提出拉索表面与水线之间作用力包括库仑阻尼力和粘性阻尼力。
补充资料:肺循环阻力(或全肺阻力)


肺循环阻力(或全肺阻力)
pulmonary circulation resistance

  血液在肺部血管内流动时和血管壁之间的摩擦力和血液内部的摩擦阻力。肺动脉管壁较薄,分支短而管径大,故肺动脉的可扩性较大,对血流的阻力很小,仅0.12PRU(外周阻力单位)。肺循环动脉部分总的阻力和静脉部分总的阻力相等,故血液流动时在动脉部分的压力降落和静脉部分的压力降落相等。
  
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