rankines造句

• The rankine scale has scale increments equal to the fahrenheit scale .
  兰氏温标的温度间距与华氏温标的相同。
• Calculation of active earth pressure on rankine's theory
  理论的主动土压力计算
• rankine's earth pressure theory
  朗金土压力理论
• rankine-hugoniot condition
  于戈尼奥条件
• rankine's vortex
  兰金涡流
• rankine's theory
  兰金理论
• Performance analysis for a combined carnot and rankine heat engine cycle with heat resistance, heat leakage and supplemental combustion
  热漏和补燃的卡诺和朗肯联合热机循环性能分析
• Flows over a 2-d rankine oval or a 3-d rankine ovoid near a plane wall have been computed and the present numerical results agree well with that of viscous calculations as a whole concept
  壁面附近二维或三维rankine体的势流结果与已有的粘性结果总体上符合，数值上的差别是由于忽略粘性引起的。
• Flows over a 2-d rankine oval or a 3-d rankine ovoid near a plane wall have been computed and the present numerical results agree well with that of viscous calculations as a whole concept
  壁面附近二维或三维rankine体的势流结果与已有的粘性结果总体上符合，数值上的差别是由于忽略粘性引起的。
• The key to that is a so-called rankine cycle engine, which captures waste heat from the car's exhaust and puts it back to work to heat water, which gets converted to steam to power an electric generator, which in turn charges the car's battery pack
  这项技术的关键是被称为“林肯循环引擎”，它抓住了废热从汽车的尾气排出，使它重新投入工作，以热水转化为蒸汽，启动电动发电机。
• This general form leads to the unification of coulomb's earth pressure theory and rankine's earth pressure theory, and makes the classical earth pressure theory to consummate, and enables the computation for retaining wall's engineering design to be more convenient
  一般形式的提出，使朗肯土压力理论和库伦土压力走向统一，使经典土压力理论得以完善，使挡土墙工程设计时的计算更加便捷。
• On this basis, regarding the rankine soil pressure theory as the prerequisite, the active earth pressure formula considering the deformation of braced structure has been set up . the calculation of active limit displacement in the formula has been researched, and proposes two methods; all of which are applied to active soil pressure formula considering the deformation of braced structure . further, combine the project example, the active earth pressure formula considering the deformation of braced structure has been tested and confirmed its rationality
  本文介绍了基坑支护结构的形式、特点,以及目前工程中基坑的设计计算方法,分析了土压力的计算在基坑工程设计计算中的重要性;通过实测的基坑主动土压力与支护结构位移的分析得出基坑主动土压力与位移之间存在密切关系,在此基础上以朗肯土压力理论为前提建立了考虑基坑支护结构位移的主动区土压力公式;并对公式中的主动极限位移的计算做了研究,提出了主动极限位移的两种计算方法;把这两种方法都运用于考虑支护结构位移的主动土压力计算公式,进而结合工程实例,对考虑支护结构位移的主动土压力公式进行了验证,验证了公式的合理性。
• At the same time, based on the theory of rankine's earth pressure, several kinds of reasonable formulae about water and earth pressures are put forward . combined several practical foundation pit engineerings these equations are calculated according to the shear strength parameters of uu and cu test
  同时，文章以朗肯土压力理论为基础找出了水土压力合算和分算的几种合理的计算方法，并利用实际算例根据试验所得的抗剪强度指标对这几种土压力计算方法进行了比较和分析。
• The rankine soil pressure theory is always accepted as the foundation of calculations of the soil pressure in practice . but as we know, the ignorance of the middle principal stress and the utility of mohr-coulomb strength criterion in the two-dimensional stress state make a blemish that the active soil pressure is bigger and the passive soil pressure is litter than the real
  朗肯土压力计算公式一直是工程实际土压力计算的理论基础，但是朗肯土压力计算公式在推导过程中忽略了中主应力的影响，仍然应用二维应力状态下的莫尔?库仑强度准则，致使计算出的主动土压力偏大而被动土压力偏小。
• Based on sufficient investigation of relative field at home and abroad, combined with actual state of engineering, aimed at the characteristics of low temperature waste heat power generation, under adequate consideration of economical efficiency, the thermodynamic system models on the base of rankine-cycle, which mainly consisted of evaporator, ehd condenser and steam turbine-generator group with r11 as working fluid, were constructed after comparing the current low temperature waste heat power generation systems
  文中在对国内外相关领域进行了充分调研的基础上，结合工程实际状况，针对低温余热发电特点，充分考虑经济性的前提下，对现行的低温余热发电系统进行比较，选择了以具有低沸点的r11为工质，由蒸发器、ehd冷凝器、汽轮机-发电机组等主要部件组成的有机朗肯循环热力系统模型。
• Based on the summary of the famous strength criterions or strength envelope models in last century, smp ( matsuoka-nakai ) strength criterion which is wildly used in soil mechanics is briefly introduced and then brought into the practical calculations in geotechnical engineering in this paper, namely this famous three-dimensional strength criterion is used to modify the classic rankine soil pressure theory and the formulas of the critical edge load and the critical load
  本文在综述了上世纪一些著名的破坏准则和强度包线模型的基础上，简单介绍了在土力学中有广泛应用的smp(松岗?中井)破坏准则，将这一著名的土体三维破坏准则应用于岩土工程实际计算(土压力计算和地基承载力计算)中，即运用smp(松岗?中井)破坏准则修正了经典的朗肯土压力计算公式和临塑荷载、临界荷载计算公式。