阻力分布的英文

• drag distribution

• "阻力"英文翻译    obstruction; resistance
• "分布"英文翻译    distribute; spread; scatter; ...
• "力分布" 英文翻译 :    distribution of forces; force distribution
• "迎面阻力最小时的升力分布" 英文翻译 :    lift loading for least drag
• "阻力分解" 英文翻译 :    drag breakdown
• "阻力分离" 英文翻译 :    drag separation
• "阻力分量" 英文翻译 :    drag component; resistance component
• "伯努力分布" 英文翻译 :    bernoulli distribution
• "承压力分布" 英文翻译 :    distributor of bearing pressure
• "电力分布" 英文翻译 :    electric power distribution
• "电力分布图" 英文翻译 :    power distribution map
• "法向力分布" 英文翻译 :    normal force distribution; normal-force distribution
• "靠岸力分布" 英文翻译 :    distributor of docking force
• "能力分布" 英文翻译 :    ability distribution
• "热应力分布" 英文翻译 :    thermal-stress distribution
• "升力分布" 英文翻译 :    division of lift
• "水力分布" 英文翻译 :    hydraulic profile
• "土压力分布" 英文翻译 :    earth pressure distribution
• "推力分布" 英文翻译 :    thrust distribution
• "推力分布图" 英文翻译 :    thrust profile
• "压力分布" 英文翻译 :    distribution of pressure; distributor of pressure; pressure distribution; pressure field structure; pressure profile; pressuredistribution
• "压力分布环" 英文翻译 :    pressure distribution ring; pressure-distribution ring
• "压力分布律" 英文翻译 :    pressure law
• "压力分布图" 英文翻译 :    pressure distribution chart; pressure distribution pattern; pressure plotting; pressure profile; pressure-distribution pattern; pressureplotting
• "应力分布" 英文翻译 :    distortion of stress; distribution of stresses; distributor of stress; stre distribution; stress distributions

• Study on distribution and diffusion regularity of frictional resistance in the inter face of grouted body of anchor cable
  锚索内锚固段摩阻力分布及扩散规律研究
• An air conditioning example in the practical commercial building was presented and the loop resistance distribution of air conditioning water system is analyzed
  根据一个商业建筑空调实例，分析了空调水系统中的环路阻力分布状况。
• The up membranes which have 30000 , 20000 , 1000 and 6000 molecular weights cut - off were used to study the distribution of the membrane resistance in the process of ultrafiltrating black liquid
  摘要采用截留分子量30000 , 20000 , 10000和6000的超滤膜，对草浆黑液进行了超滤过程中膜阻力分布的研究。
• Abstract : from the equilibrium and continuity conditions of wave impedance boundary of stress wave and velocity , wave , the paper derives the expressions of reflection coefficient and transmission coefficient of stress wave and velocity wave , further , discusses the characteristics of f - v curves at different impedance ratio , and analyzes the application of these characteristics to ascertain the defects of pile and soil resistance distribution around pile by practical engineering examples
  文摘:该文从力波及速度波在波阻抗界面的平衡及连续条件，推导了力波、速度波的反射系数、透射系数表达式，进而讨论在不同阻抗比时的f ? v曲线特征，并引用几个工程实例对应用这些特征判定桩身缺陷及桩周土的阻力分布进行了分析。
• On the basis of analyzing data from several field tests , assumption was proposed for the distribution of side friction along column under rigid raft , and settlements of column and soil in the composite foundation with single column were analyzed by totally stress method . the corresponding computer program was developed at the same time . 2
  在对若干试验结果分析的基础上，提出了刚性基础下复合地基桩侧摩阻力分布形状的假定，然后基于总应力法分析了单桩复合地基中桩体和桩间土的沉降变形，并编制了相应的计算程序。
• Based on the assumption that the form of skin friction is not significant , the paper calculate the coefficients through the corresponding equation between shearing stress and displacement , it is appropriate under many conditions . the model of pile foundation is developed based on the above theory and method . the pile is simplified as a nonlinear elastic spring
  本文认为桩侧阻力分布形式对下卧层附加应力的影响不大，从桩的剪应力和桩体位移间的对应关系方程上求解了桩端荷载分配系数，相对比较合理，在大多数情况下是可以为工程所接受的。
• Based on the assumed vertical displacement of the unit cell and the assumed distribution on the pile - soil interface of the pure friction pile , and using the boundary conditions that there was no relative slipping between pile and soil , the pile decrement was equal to that of soil on the pile - soil interface and that the vertical sheer stress of the unit cell ' s outer edge was equal to zero , the formula for the frictional distribution of the pure friction pile and the formulas for the displacement of pile and soil in the treated area were deduced
  通过假定的单元体竖向位移模式和纯摩擦桩桩侧摩阻力分布模式，利用桩土间无相对滑移、桩土界面处桩土压缩量相等和单元体边界处竖向切应力为零等边界条件，推导出复合地基纯摩擦桩桩侧摩阻力分布的具体表达式，以及加固区桩土压缩量的计算公式。