在实验基础上，本文提出了锈蚀钢筋混凝土梁疲劳刚度修正计算公式。
The modified fatigue stiffness calculation of corroded reinforcement concrete beams was introduced in this study.
通过对构件转角-位移方程的修正，推导了半刚接梁单元线刚度修正系数。
Through revising the equation of rotation-displacement, the revised factor of the line rigidity of beam with semi-rigid connections is derived.
基于修正的拉格朗日坐标描述法，推导了空间纤绳单元的大位移刚度矩阵。
In this paper, the lap displacement stiffness matrix of the space cable is derived bac on the updated Total Lagrangian Formulation.
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