有限厚度的英文

• finite thickness

• "有限"英文翻译    limited; restricted; finite; ...
• "厚度"英文翻译    thickness; land
• "有限厚度翼" 英文翻译 :    airfoil with thickness
• "无限厚度" 英文翻译 :    infinite thickness
• "切割金属极限厚度" 英文翻译 :    cutting capacity
• "无限厚" 英文翻译 :    infinite thickness
• "无限厚靶" 英文翻译 :    infinitely thick layer; infinitely thick target
• "无限厚层" 英文翻译 :    infinitely thick layer
• "无限厚样品" 英文翻译 :    infinite thick sample; infinitely thick sample
• "厚度" 英文翻译 :    thickness; land (刀刃的)
• "总厚度，全厚度" 英文翻译 :    full thickness
• "板厚度" 英文翻译 :    plate thickness
• "半厚度" 英文翻译 :    half thickness; half-thickness
• "壁厚度" 英文翻译 :    lvwt; rwt; wall thickness
• "冰厚度" 英文翻译 :    ice thickness
• "层厚度" 英文翻译 :    frozen layer fraction; layer thickness; layer thinner
• "稠厚度" 英文翻译 :    consistency
• "大厚度" 英文翻译 :    heavy section
• "带厚度" 英文翻译 :    tape thickness
• "等厚度" 英文翻译 :    uniform thickness
• "厚度比" 英文翻译 :    thickness ratio
• "厚度表" 英文翻译 :    thickness apparatus
• "厚度病" 英文翻译 :    pachydermia
• "厚度规" 英文翻译 :    feeler gauge; finger gage; thick gauge; thickness gage; thickness gauge; thickness meter; thickness piece
• "厚度计" 英文翻译 :    idometer; micrometer; pachymeter; thickne gauge; thickness gage; thickness gauges; thickness meter; thickness scale; thickness tester

• First is diffusion permeation : the theory about the calculating approximating of diffusion permeation in limited medium by roujean is used , and the four fluxes used in non - lambort - surface are also introduced
  首先是漫射透过率:我们利用roujean对有限厚度介质层的透射解析近似理论和思想求解之,并且对非朗伯面情形时的透射解析近似的四通量思想也作了相关介绍。
• In order to carry out the fem computation , 3 - d isoparametric joint element of finite thickness is used to simulate the structural jionts such as longtitudinal slots , and lamella finite element is utilized to simulate seams in dam body and fractures in foudation
  利用有限厚度三维接缝单元模拟纵缝等结构缝，用薄层单元模拟再生缝及坝基断裂；并对有限元计算所得单元结点应力进行优化。
• Three kinds of joint elements for finite element analysis of temperature field are given , ie , the joint element with finite thickness , the joint element with nearly zero thickness and the simplified joint element
  摘要目前混凝土坝的仿真分析正从单坝段仿真向全坝仿真发展，因而需要采用接缝单元，笔者给出三种温度场接缝单元的计算模型：有限厚度接缝单元、近零厚度接缝单元及简化接缝单元。
• Finally , convergent geometry had an important effect on the perturbance coupling between the interfaces of the finite fluid . the attenuation factor of perturbance coupling from the outer interface in was greater than the one from the inner out
  本文研究表明：收缩几何效应对有限厚度流体的界面之间的扰动耦合有重要影响，柱和球几何中扰动耦合从外界面到内界面的衰减因子大于从内界面到外界面的情况。
• 2 ) simulation of the heat transfer across the walls : there are two methods , finite thickness solid method and semi - infinite solid method , to simulate the heat transfer across the walls when the temperature gradient along the height and the width of the wall is ignored
  在火灾环境下,忽略高度和宽度方向的温度变化,采用一维热传导方程,建筑、围护结构适用两种传热模型:有限厚度模型和半无限大厚度模型。
• Decreasing cell thickness will increase the influence of surface interaction to mid - cell phase transition , and increase the temperature , anchoring field strengths region for biaxial phase . at very high value of hc , phase symmetry in mid - cell lags behind that in surface . keywords : liquid crystal , phase transition , surface energy
  对有限厚度液晶盒，减少盒厚可增加表面相互作用对系统的影响，使双轴相所在温度区域增加，表面与盒中心液晶的对称性并非总是同步，当| h _ b |较大时，盒中心液晶双轴相的对称性明显滞后于表面。
• 2 . the complex stiffness corresponding to three bearing conditions of semi - infinite elastic subgrade , finite elastic soil layer and end bearing at the pile bottom are theoretically investigated , and analytical expression of the complex stiffness corresponding to finite elastic soil layer bearing condition is obtained . the special influence of bearing conditions on dynamic response at pile head is then discussed
  2 、对刚性支承、有限厚度土层支承和半无限空间支承三种桩底部支承情况下桩底支承复刚度和桩周土底分布支承复刚度的解析表达及其特性进行了推导论证，通过假定桩底土为与桩等截面的土柱推导求得有限厚土层支承条件下桩底支承复刚度的解析解，并据此分析了不同底部支承边界对桩顶响应的影响。
• At first , an analytical solution to one dimension consolidation of half - infinite homogeneous structural soft clay ground is derived , then analytical solution to one dimension consolidation of finite thickness homogeneous structural soft clay ground are given . in the meantime numerical solution to one dimension consolidation of layered structural soft clay ground is derived . furthermore , the calculation method of the consolidation degree of sand drains ground is given under the condition of instant loading , where soil structure characteristic is taken into the formula account
  建立了结构性软土地基固结沉降的基本理论，获得了半无限结构性软土地基一维固结计算解析解，有限厚度结构性软土地基一维固结计算解析解，成层结构性软土地基的一维固结数值解以及考虑土结构性影响的砂井地基固结度计算方法。