土体的位移和支护桩的位移满足变形协调条件。
Soil displacement and timbering pile displacement are in harmony with deformation.
这种情况使连续介质力学中使用的基本体元的概念及圣维南变形协调条件受到了置疑。
This situation makes the concept of elementary volume and Saint-Venant's deformation compatibility condition used in continuum mechanics problematic.
随后，基于虚功原理、变形协调条件和本构关系，推导了块体动力系统的控制方程组。
And then the governing equations of the block dynamic system are deduced on the basis of the virtual work principle, the deformation compatibility condition and the constitutive relations.
从基础与地基变形协调条件出发，考虑地基梁的扭转影响，导出了地基梁的扭转刚度方程。
Based on deformed coordination of soil-foundation, considering torsion of foundation, stiffness equation is given.
根据静力平衡及变形协调条件建立起广义两端的力学量和变形置的递推矩阵和广义结点的力学量和变形量的递推矩阵。
Based on the conditions of stresses and displacements coordination, a same-story transfer matrix and a next-story transfer matrix are developed.
广义静定问题解由角点集中力解、体力分量解和计算边值条件解组成，这三种解要满足不同的变形协调条件，必须分别计算。
For the determinate problem, the final solution is composed of the corner concentrated force solution, the body force solution and the computed boundary-value condition solution.
本文建立了滚锥包络环面蜗杆传动蜗轮的变形协调条件，给出了该种传动受力分析的计算公式以及蜗轮与蜗杆之间滚滑摩擦系数计算公式；
The deformation coordination equation of worm gear for rolling cone worm gearing is introduced, and the formulae of forces analysis and the rolling - and - sliding friction coefficient are given.
根据应变协调条件，推导出了套管、水泥环及地层受力变形状态的计算公式。
According to strain coordination condition, the force and deformation state formulas of casing, cement loop and stratum are derived.
所有力必须满足平衡条件并产生与结构连续性与支承条件相协调的变形。
The forces must satisfy the conditions of equilibrium and produce deformations compatible with the continuity of structure and the support conditions.
利用此基本解并考虑桩土位移协调条件，提出了层状地基中单桩扭转变形分析的解析方法；
These solutions are then combined with the displacement compatibility between the pile and the surrounding soil to analyze the torsional behaviour of a single pile.
利用此基本解并考虑桩土位移协调条件，提出了层状地基中单桩扭转变形分析的解析方法；
These solutions are then combined with the displacement compatibility between the pile and the surrounding soil to analyze the torsional behaviour of a single pile.
应用推荐