非轴对称性的英文

• nonaxisymmetry

• "非"英文翻译    mistake; wrong; errors
• "轴对称"英文翻译    axial symmetry; rotational s ...
• "性"英文翻译    nature; character; dispositi ...
• "非轴对称的" 英文翻译 :    nonaxisymmetrical
• "非轴对称失稳" 英文翻译 :    non-axisymmetric buckling
• "轴对称性" 英文翻译 :    axial symmetry
• "非轴对称导流管" 英文翻译 :    non-axisymmetric shroud
• "非轴对称环形线圈" 英文翻译 :    nonaxisymmetric torus
• "同轴对称性散光" 英文翻译 :    homologous symmetrical astigmatism
• "异轴对称性散光" 英文翻译 :    heterologous symmetrical astigmatism
• "轴对称" 英文翻译 :    [数学] axial symmetry; rotational symmetry◇轴对称场 axially symmetric field
• "对称性" 英文翻译 :    [数学] symmetry; symmetrical characteristic
• "轴对称流轴对称怜" 英文翻译 :    axially symmetric flow
• "轴对称；旋转对称" 英文翻译 :    rotational symmetry
• "【数学】轴对称。" 英文翻译 :    axial symmetry
• "单轴对称" 英文翻译 :    monosymmetrical
• "二轴对称" 英文翻译 :    bisymmetry
• "二轴对称的" 英文翻译 :    bisymmetrical
• "零轴对称" 英文翻译 :    zero-axis symmetry
• "全轴对称" 英文翻译 :    holoaxial symmetry
• "轴对称变形" 英文翻译 :    axial sysmmetric deformation; axisymmetric deformation; axisymmetrical deformation
• "轴对称槽" 英文翻译 :    channel of axial symmetry
• "轴对称场" 英文翻译 :    axially symmetric field
• "轴对称单元" 英文翻译 :    axisymmetric element
• "轴对称导管" 英文翻译 :    axisymmetrical duct

• Recently , barrettes have been used widely all over the world . however there are few researches carried out on their vertically - loaded behaviour , especially in influence of their non - axisymmetrical cross - section on it
  近年来，随着壁板桩的广泛应用，相关研究也在逐步展开，而有关其承载特性方面的研究却开展的较少，尤其在壁板桩横截面非轴对称性对承载特性的影响方面。
• At the same time , the program corresponding to the proposed method is compiled in fortran90 , which is used to analyze the influence of several factors on behaviour of barrettes , including ratio of length to width , ratio of depth to equivalent diameter , ratio of modulus of pile to soil , possion ' s ratio , the finite layer etc . many useful conclusions are obtained from the above analyse
  该方法考虑了壁板桩桩身横截面的非轴对称性，并用fortran语言编制了相应的程序，进而分析了多种因素对壁板桩承载特性的影响，包括长宽比、桩径比、桩土刚度比、泊松比以及有限压缩层深度等。
• In consideration of limitations of load transfer method , which cannot take into account its non - axisymmetrical cross - section , the approximate three - dimensional method is proposed based on elastic theory method which was proposed by poulos ( 1968 ) . the proposed method can consider its non - axisymmetrical cross - section
  考虑到荷载传递函数法的缺陷，即不能考虑壁板桩桩身横截面的非轴对称性，本文又以poulos ( 1968 )提出的弹性理论法为基础，推导出了壁板桩承载特性的近似三维解答。