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1)  method for harmony of displacement
位移协调法
1.
Then according to the expression and method for harmony of displacement,relation curve between load and settlement was figured out.
通过该表达式并依据位移协调法的原理编写的程序,计算出了桩身的荷载沉降曲线。
2)  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。
3)  displacement compatibility
位移协调
1.
Design method for buried circular tube with consideration of displacement compatibility;
考虑位移协调的上埋式圆管涵设计方法
2.
Based on the analysis of mechanical behaviors of open and buried circular pipes,internal force calculation method was(proposed) with consideration of displacement compatibility between the pipe and the soil around the pipe.
通过对开挖式和上埋式圆管涵的不同受力特点进行分析,认为可以根据涵管与其周边土体的位移协调计算上埋式钢筋混凝土圆管涵的内力,但计算中应对管周土压力大小进行修正。
3.
Displacement compatibility method in consideration of pile compressibility is used to analyze the mutual influence between piles a.
提出了一种分析筏-桩-土共同作用工作性状的实用计算方法—位移协调法[1]。
4)  incompatible displacement
不协调位移
1.
On the interface between the two different material there is incompatible displacement and finite element method has some difficulty in solving such a problem.
概述了钢筋混凝土结构有限元模型 ,针对有限元法模拟钢筋和混凝土两种介质交界面上不协调位移的不足之处 ,引入界面应力元法 ,分析了钢筋混凝土结构中界面问题的特点 ,提出了用界面应力元法模拟钢筋混凝土结构的建议 ,并对界面元法的实施方法作了阐
5)  compatible displacement method of local incompatible mesh
局部非协调网格协调位移解法
6)  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。
补充资料:分解-协调法
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性质: 处理高维系统优化问题的一种方法,该方法是先把复杂的整体问题分解为简单的子问题分别求解(分解),再按全系统的整体目标和关联约束协调这些结果(协调),以求得整体问题的解。对于由多个单元或子系统组成的高维系统,由于单元和子系统之间存在着复杂的关联,采用集中处理有很大困难,因此常采用分解-协调法。“分解-协调”就是先把某些复杂因素相对固定起来以使问题得到简化,然后再考虑这些因素的变化与关联,最终得到原问题的解。

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