上部荷载作用下双跨单向板板端砌体局压应力分布研究

摘要

The research about masonry beneath slab-end was carried through nonlinear finite element analysis. This paper studied the local compressive stress distribution of masonry beneath slab-end under the action of the loads of super-structures at the impact of the factors such as: different slab spans, different joints of floor and wall.%以板端砌体为研究对象,进行有限元非线性分析.研究了墙体在上部荷载作用下,不同跨度、楼板与砌体连接处不同节点构造等因素对双跨单向板板端砌体局压应力分布的影响.