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1)  At same time, a penalty element is adopted to guarantee the comparability of displacement at the adjoin nodes.
罚单元协调位移。
2)  incompatible displacement element
非协调位移元
1.
An incompatible displacement element and a hybrid stress element are developed to model the effective mechanical properties of three-dimensional(3-D) textile composites.
应用非协调多变量有限元法和均匀化理论,提出了三维编织复合材料力学分析的新方法,发展了非协调位移元和杂交应力元,模拟了三维编织复合材料的有效力学性能。
3)  coordinating unit
协调单元
1.
Methods Use the method of unit-coordination to study the spatial and structural charac- teristics and development trends of the city-town system in the condition of the broken terrain and propose the idea of taking"the loess tablelands"as the coordinating units of the city-town system.
方法运用协调单元方法,探讨了破碎地貌条件下城镇体系空间结构特征和演化趋势,提出了以"黄土塬"作为城镇体系协调单元的构想,并以陕北洛川塬为例,运用景观生态学原理,分析城镇体系适宜发展空间。
4)  conforming element
协调单元
5)  coordination unit
协调单元
1.
With the inspiration of fractal structure in protein, the internal structure of fractal agents, the function of fractal information components and coordination units, and the nesting mode of fractal supply chain in (manufacturing) industry are presented.
由蛋白质分形结构的启示,提出了供应链分形代理的内部结构、分形信息组件和协调单元的作用以及制造业分形供应链的嵌套模式,分析了分形供应链在成本和协同性方面的特点。
6)  displacement coordination
位移协调
1.
Based on the vertical deformation model[l] and the radial deformation model[2], the control differential equations of pile and pile-surrounding soil are established by the elastic theory and the pile-soil displacement coordination condition.
基于文献[1]推荐的竖向变形模式及文献[2]推荐的径向变形模式,利用弹性理论及桩-土位移协调条件建立了桩及桩周土的控制微分方程,并由此推导出了路堤荷载作用下复合地基加固区桩及桩周土压缩量计算的解析式,同时得出了桩、桩周土中竖向应力及桩侧剪应力计算的解析式。
2.
In this paper, based on the vertical deformation model[1] and the radial deformation model[2], the control differential equations of pile and pile-surrounding soil are established by the elastic theory and the pile-soil displacement coordination condition.
在采用文[1]推荐的竖向变形模式及文[2]推荐的径向变形模式的基础上,利用弹性理论及桩-土位移协调条件建立了桩及桩周土的控制微分方程,并由此推导出了柔性基础下群桩复合地基加固区内桩及桩周土压缩量计算的解析式,同时得出了桩、桩周土中竖向应力及桩侧剪应力计算的解析式。
3.
Aiming at this issue,the article deduces the relative single pile theoretical calculation formula by introducing the basic assumption of the pile shaft resistance to be linearly distributed at each pile section of pile shaft and based on the condition of pile and soil interface displacement coordination,which provides the theoretical reference for the construction of pile foundation.
该文针对该问题,引入桩侧各桩段的侧摩阻力为线性分布的基本假定,根据桩土界面位移协调条件,推导了相应的单桩理论计算公式,为桩基计算提供理论参考。
补充资料:非协调连续统理论
      见理性力学。
  

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条