混凝土板柱边节点在剪力和弯矩作用下的分析

Analysis of Connections of Slab to Edge Column under Shear and Unbalanced Moment

以试验研究为基础，用塑性极限分析方法，建立了混凝土板柱边节点在剪力和不平衡弯矩作用下的抗弯和抗冲切强度相关方程，所得到的公式简便实用.与国内外有关的试验数据比较表明，这一计算公式具有较高的精度，可以在实际工程中应用.

An analysis method for the Cormections of slab to edge column under shear and unbalanced moment is proposed in this paper by applying the plastic liwht state theory. A set of eqUations are derived based on the proposed methed and the test of slab edge column connections. The equations can be used t0 predict the ultiInae strength of slab edge coIumn cormections under the coInbined action of punching shear and unbalanced moment. The comParison of calculated and tested results shows that the proposed methed and equations are reliable and relahvely accurae, and can be easily utal in engineering prachce.