An analysis method for the connections of prestressed concrete slab to interior column under shear and unbalanced moment is proposed in this paper by applying the plastic limit state theory.

• 本文采用塑性极限分析方法并利用节点的对称性,建立了预应力混凝土板柱中节点在剪力和不平衡弯矩作用下抗冲切和抗弯的相关方程。