论文部分内容阅读
用弹塑性有限元法计算分析了单层和八层墙片在竖向和水平力作用下弹性阶段的应力状态及其极限抗侧承载力.结果表明弯矩对墙体抗侧承载力有很大的影响.在不考虑墙体翼缘作用的条件下,八层墙体的抗侧极限力为相应单层墙体的44%.
The elasto-plastic finite element method was used to calculate and analyze the stress state and the ultimate anti-side bearing capacity of the single-layer and eight-story wall in the elastic stage under vertical and horizontal forces. The results show that the bending moment has great resistance to the lateral load-bearing capacity of the wall. Large influence. Without considering the effect of the wall flange, the anti-side force of the eight-layer wall is 44% of the corresponding single-layer wall.