非线性单元的英文

• non-linear element

• "非线性"英文翻译    nonlinearity; nonlinear
• "单元"英文翻译    unit; unit element; cell; lo ...
• "线性单元" 英文翻译 :    linear element
• "单轴非线性单晶" 英文翻译 :    uniaxial nonlinear single crystal
• "非线性" 英文翻译 :    [数学] [物理学] [电学] nonlinearity; nonlinear
• "弹性单元" 英文翻译 :    elastic element
• "惯性单元" 英文翻译 :    inertance element; inertial element
• "粘性单元" 英文翻译 :    viscous element
• "线性单群" 英文翻译 :    linear simple group
• "饱和非线性" 英文翻译 :    saturation nonlinearity
• "材料非线性" 英文翻译 :    material nonlinearity
• "参数非线性" 英文翻译 :    parametrical nonlinearity
• "场非线性" 英文翻译 :    field nonlinearity
• "弛豫非线性" 英文翻译 :    relaxing nonlinearity
• "垂直非线性" 英文翻译 :    vertical non-linearity
• "单值非线性" 英文翻译 :    single value nonlinearity; single variable control system
• "二次非线性" 英文翻译 :    quadratic nonlinearity
• "非线性饱和" 英文翻译 :    nonlinear saturation
• "非线性编程" 英文翻译 :    nonlinear encoding
• "非线性编辑" 英文翻译 :    nle non-linear editing; non-linear editing system; nt non-inea editing; nt non-linear editing
• "非线性编码" 英文翻译 :    nonuniform encoding; nonlinear encoding
• "非线性变化" 英文翻译 :    nonlinearities change
• "非线性变换" 英文翻译 :    nonlinear transformation
• "非线性变形" 英文翻译 :    nonlinear deformation
• "非线性标尺" 英文翻译 :    nonlinear scale

• On the base of energy principle and by developping the linear elements and the nonlinear ones , let the students master the basic concepts and the procedure of the spatial dome structures ' design , and also their mechanical characteristics and application areas
  通过基于能量原理对线性单元和非线性单元的比较和简单推导，让学生掌握网壳结构的稳定分析的基本概念和设计过程，并了解网壳结构的特殊性和结构受力特性及应用范围。
• Two statuses of the cracks are assumed under dynamic loading : completely open and completely closed during structural vibration . the structural cracked zone can be simulated by nonlinear element whose stiffness is relative small when the cracks are open and equals to structural virgin stiffness before cracking when the cracks are closed during structural oscillation
  结构的开裂区域可以用非线性单元来模拟,这样的非线性单元具有这样的特点:当结构的裂缝处于张开状态下,其刚度比较小,当结构的裂缝处于闭合状态下,开裂部分结构的刚度等于结构开裂前的刚度。
• It ' s an ideal structural system and has multi - earthquake resistance ability because of a great deal of slabs removed in floors above the transfer - story amended the lateral stiffness of the stories near the transfer - story . based on the available references , the five - spring line element , the three - spring line element and the multiple vertical - line - element model are introduced to model special column , beam and shear - wall , the relevant stiffness matrixes are deduced and the restoring - force models are gaven to deep into the elasto - plastic seismic characteristics of the structure . acording to the results of shaking table test and elastic finite element analysis , a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas
  为进一步研究这种复杂高层建筑结构的弹塑性性能，本文在国内外现有研究的基础上，提出利用五弹簧杆元、三弹簧杆元及多竖线单元模型分别模拟空间柱、梁和剪力墙，推导了相应的刚度矩阵并给出了恢复力模型；结合试验研究和精细有限元分析的结论，提出线性和非线性单元相结合，刚性楼板假定和弹性楼板相结合的建模方法，较好地解决了空间结构弹塑性分析中占用计算机资源较多的问题；接力大型有限元分析程序? ? ansys ，在上述建模思路的指导下建立了结构的空间非线性分析模型，进行了空间三维弹塑性时程分析。