轴次的英文

• degree of axis

• "轴"英文翻译    axle; shaft
• "次"英文翻译    order; sequence
• "当量轴次" 英文翻译 :    equivalent axles; equivalentaxles
• "累计当量轴次" 英文翻译 :    accumulative equivalent axles; accumulativeequivalentaxles
• "直轴次瞬变电抗" 英文翻译 :    direct axis subtransient reactance
• "直轴次瞬变阻抗" 英文翻译 :    direct axis subtransient impedance; direct-axis subtransient impedance
• "直轴次瞬变短路时间常数" 英文翻译 :    direct axis subtransient short circuit time constant
• "轴大小" 英文翻译 :    y sizey
• "轴刺" 英文翻译 :    axial spine
• "轴带" 英文翻译 :    axial belt
• "轴唇舌平面" 英文翻译 :    axiomesiodistal plane
• "轴带泵" 英文翻译 :    main engine driven pump
• "轴唇腹的" 英文翻译 :    cardinosternal
• "轴带发电-电动机机组" 英文翻译 :    shaft generator motor
• "轴串的" 英文翻译 :    spooled
• "轴带发电机" 英文翻译 :    geared diesel; shaft driven generator; shaft generator
• "轴传动装置" 英文翻译 :    shaft drive

• Hi this paper , a set of typical pavement structures is given and some problems have been solved . the first step is present the computation and dividing methods of roadbase back module and cumulatetion of axle load , which are two major reasons of affecting pavement structure design
  本文首先从土基回弹模量e _ o 、累积标准轴次n _ e出发，探讨了这两个影响路面结构厚度的主要设计参数的计算及等级合理划分的方法。
• This paper , regarding the asphalt pavement in the zhoukou region as the study object , according to the prevalent norms ( specifications for design of highway asphalt pavement ) , with the beginning of the pavement performance and the transportation investigation , totally and systematically analyzes the traffic parameters and the destroying reason of pavement at the early stage in the point of fatigue property and limit strength , gives the concepts and methods of the growth rate of equivalent axle load action time , seasonal modification factor and overload factor , proposes the method of axle load conversion on the condition of heavy loading . on this basis , it proposes the design method adapting to asphalt pavement construction , explains the steps of thickness computation of construction with the combination of engineering example , finally verifies thedesign method in the paper by test road . theory and practice both prove that the reasonability of pavement structure style and the reliability of design method in the paper can adapt to the present heavy loading and overloading traffic conditions , have highly theoretical and practical value
  本文以周口地区沥青路面为研究对象，以现行《公路沥青路面设计规范》为依据，从路面使用性能和交通特征的调查入手，从疲劳特性和极限强度出发分析了路面早期破损的原因，全面系统地进行了交通参数的分析，提出了当量轴次增长率、季节修正系数和超载系数的概念和方法，并提出了重载交通的轴载换算方法。在此基础上，针对超载、重载交通从结构组合设计、结构厚度计算(包括疲劳强度标准和极限强度标准)等方面提出了适宜的沥青路面结构设计方法，并结合工程实测，说明了结构层厚度计算的具体步骤，最后通过试验路验证本文提出的设计方法。理论与实践均表明，本文提出的路面结构型式合理、设计方法可靠，能适应目前重载、超载交通的状况，具有较高理论与实用价值。