摘要
在钢筋砼框架结构非线性分析中，如何考虑钢筋粘结滑移的影响是一个重要问题．本文在原有工作基础上，提出了利用＂附加节点力＂来考虑滑移的影响的方法，并推导出附加节点力的具体计算公式．
It's important to consider the effect of bond-slip in non-linear analysis of R·C frame ,Based on the last studies ,a methos called as'Adding Joint Forces'is proposed in this paper and a set of equations for calculating the adding forces is given,
