弹性层状体系理论的英文

• elastic layer system theory
• elastic multilayer theory

• "弹性"英文翻译    elasticity; resilience; spri ...
• "层"英文翻译    I storey; tier; stratum
• "状"英文翻译    form; shape
• "体系"英文翻译    system; setup; hierarchy
• "理论"英文翻译    theory
• "弹性层状体理论" 英文翻译 :    elastic layered theory
• "世界体系理论" 英文翻译 :    the world system theory
• "国际政治体系理论解析" 英文翻译 :    theory of international politics
• "弹性层" 英文翻译 :    elastic layers; elastica
• "层状体" 英文翻译 :    laminae; tabular mass
• "泛系理论" 英文翻译 :    pansystems theory
• "关系理论" 英文翻译 :    relational theory
• "种系理论" 英文翻译 :    germ-line theory
• "│外弹性层" 英文翻译 :    membrana elastica externa
• "后弹性层" 英文翻译 :    entocornea; laminae elastica posterior; limitans posterior laminae
• "后弹性层炎" 英文翻译 :    descemetitis
• "前弹性层" 英文翻译 :    lamina elastica anterior; limitans anterior laminae
• "一弹性层" 英文翻译 :    posterior limiting
• "滞弹性层" 英文翻译 :    viscoelastic layer
• "薄片层状体" 英文翻译 :    lamina
• "对象关系理论" 英文翻译 :    object relation theory
• "国际关系理论" 英文翻译 :    international relations theory
• "人际关系理论" 英文翻译 :    human relation theory; interpersonal theory; theory of interpersonal relations
• "人群关系理论" 英文翻译 :    human relations approach
• "支持关系理论" 英文翻译 :    support relation theory; supportiverelationshiptheory

• Finally , the multi - layer elastic system theory is employed to analyze the pavement response under the nonuniform load
  最后根据叠加原理，利用弹性层状体系理论对非均布荷载作用下的沥青路面进行计算分析。
• Secondly , the mechanical respond of a typical asphalt pavement structure under heavy load was analyzed according to multilayer system elastic theory and characteristics of heavy loads , and analysis method of ultimate bearing capacity of asphalt pavements was advanced
  其次,利用弹性层状体系理论,根据重载的荷载特性,分析了典型沥青路面结构在重载下的力学响应,研究了沥青路面极限承载力的分析方法。
• In order to analyze the base stress of such a new type pavement whichasphalt surface goes upon lean concrete base , calculating the load stress without asphalt surface through fem firstly , and then analyzing the effecting of asphalt surface ' s thickness based upon elasticity theory , and finally the formula of calculating load stress of lean concrete base with asphalt surface worked out according to the previous data
  摘要为分析贫混凝土基层沥青路面新型路面结构的基层应力情况，通过有限元分析方法计算贫混凝土基层的荷载应力，并利用弹性层状体系理论分析沥青面层厚度对其影响，由此推导出基层荷载应力的计算公式。
• In this paper , the traffic surveys and analysis of typical heavy - load road were performed firstly ; also the characteristics of traffic , load and distribution of axle load were studied . the deficiencies in the calculation method of surface equivalent modulus of foundation in present specification of cement concrete pavements design for highway were analyzed . based on the elastic multi - layer theory and principles of displacement equivalence , and a great amount of computing data , a calculation method was established
  本文首先从典型重载交通道路的交通调查与分析入手,研究了重荷载交通道路的交通量、轴载分布及荷载特征,针对现行设计规范中关于基层顶面当量回弹模量值计算公式存在的不足,利用弹性层状体系理论,按照弯沉等效原则,通过大量的计算分析,回归出了精度较高、适用范围更广的基层顶面当量回弹模量计算公式。
• Another topic of this article is to try to find a proper overlay design method . by using elastic layer system ( els ) , finite element method ( fem ) , genetic arithmetic ( ga ) back calculation and efficacious thickness method , the paper puts forward four design methods . the results say that the position where the max stress appears is not the only one but varies with the thickness of overlay
  根据陕西省高速公路沥青路面病害以及使用性能的实际情况，提出了代表弯沉值的计算方法以及下卧层模量的反演方法，在此基础上利用弹性层状体系理论、有限单元理论、遗传算法以及有效厚度法等理论对加铺层厚度设计方法进行了研究。