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1)  number axis
数轴
1.
The writer first discovered the odd prime numbers symmetrical characteristics about natural numbers on the number axis, and denied the statement that prime numbers exist irregularly in natural numbers.
发现了奇素数在数轴上关于自然数的对称性,从而否定了“素数漫无规则地分布在自然数中”的说法,通过进一步研究,发现了在数轴上“两个奇素数与同一个奇素数的两个对称中心的距离的关系”和“两个奇素数与同一个奇素数的对称中心的距离与这两个奇素数间距离的关系”,并给出了不用高等微积分和复变函数的初等证法,同时运用这两个性质对有关问题的计算,说明了“哥德巴赫猜想”趋向有解。
2.
This paper gives a method of judging the hybridization form of central atomic orbital by number axis,its applications and laws.
提出了用数轴判断中心原子轨道杂化方式的方法、应用及规律。
2)  axle number
轴数
1.
On the basis of the national conditions and freight transport in China, the thought of improving both the axle load and the axle number to develop large freight cars in China is put forward; And the feasibility of the thought is expounded with the actual example of the 3-pivot point car with 6 axles.
根据中国铁路国情和货运特点,提出提高轴重和增加轴数并举发展中国大型货车的思路;并用三支点6轴车的实列,阐明该思路的可行性。
3)  axle-number coefficient
轴数系数
1.
Applying the program based on layer-elastic theory,changing the value of structure-layer parameter and wheelbase,the axle-number coefficient in the axle-load conversion formula for combined base asphalt pavement is calculated in this text under the two different conversion guidelines of pavement deflection and stress under semi-rigid base.
以弹性层状体系理论为基础,采用轴载换算方法,以设计弯沉值、半刚性基层层底拉应力为换算指标,通过变换不同的结构层参数及轴距计算了组合结构层沥青路面轴载换算公式中的轴数系数,并通过程序计算得出了建议轴载换算公式。
2.
By use of program based on layer-elastic theory,with surface design deflection value and stress under semi-rigid base as conversion indexes under the conditions of different structure-layer and wheelbase parameters,the axle-number coefficient in the axle-load conversion formula for semi-rigid asphalt pavement is calculated.
应用弹性层状体系理论计算程序,分别以路表设计弯沉值,半刚性基层层底拉应力为换算指标,变换面层、半刚性基层、土基等不同结构层的参数,同时考虑轴距变化的影响,计算半刚性基层沥青路面轴载换算公式中的轴数系数。
3.
Applying the program based on layer-elastic theory,changing the value of structure-layer parameter and wheelbase,the axle-number coefficient in the axle-load conversion formula for flexible-base asphalt pavement is calculated under the two different conversion guidelines of pavement deflection and stress under base.
应用基于弹性层状体系理论的路面结构计算程序,分别以路表设计弯沉值、沥青面层层底拉应力为换算指标,变换沥青面层、级配碎石基层、土基结构层的厚度、模量等结构层参数,同时考虑不同轴距变化的影响,计算柔性基层沥青路面轴载换算公式中的轴数系数。
4)  set [英][set]  [美][sɛt]
织轴并轴数
5)  imaginary axis
虚数轴,虚轴
6)  multi-axis numerical control
多轴数控
补充资料:数轴
规定了原点、正方向和单位长度的直线。原点对应数0,从原点出发,正向射线上的点对应正数,反向射线上的点对应负数。数轴上所有的点与实数一一对应。
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