这个方法有两个特点，（1）由于满足点协调和边协调的广义协调条件，故能保证收敛；
This approach has two characteristics. (1) The convergence is ensured because the point and side-average generalized compatibility conditions are satisfied.
依据常应力与线性应力下的广义协调条件，推导了广义协调位移，进而得到有限元列式。
According to the generalized conforming condition of constant stress and linear stress, the generalized conforming displacement is deduced, and the finite element equation is obtained.
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.
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.
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