摘要
本文采用塑性极限方法对混凝土板柱中节点在竖向剪力和不平衡弯矩共同作用下的承载能力进行了研究，推导出了板柱中节点的抗弯和抗冲切强度相关方程，公式简单实用，本文与国内有关试验数据的比较表明，本文提出的计算公式具有较高的精度。
The plastic limit method is used to study the strength of ioints of concrete slab-column under shear and unbalanced moment. A formula is put forward. The Comparison is simple and practical.The comparison of the calculated results with the tested results shows good agreement.
出处
《结构工程师》
1998年第2期24-29,46,共7页
Structural Engineers
